{ "vercy": "1.0-draft", "publication": { "status": "research-draft", "adjudicationStatus": "unreviewed", "publishableCanonical": false, "generatedAt": "2026-09-12T10:54:02Z", "providers": [ "Codex" ], "breadth": "recalled by Codex without web access - no source was read", "missingProviders": [], "pass": 2, "cost": { "grok": { "seconds": 25.9, "error": "Reading additional input from stdin...\nOpenAI Codex v0.153.4\n--------\nworkdir: R:\\02_PROJECTS\\02_Meta_Models_Platforms\\Ver.cy\\current\\thing-registry-backlog\nmodel: gpt-6-astra\nprovider: openai\napproval: never\nsandbox: read-only\nreasoning effort: none\nreasoning summaries: none\nsession id: 01a0953f-912c-7c93-8304-0b4a928d08a0\n--------\nuser\nDescribe what is already known about one registered thing. Answer as JSON only, no prose around it.\n\nThing: lateral earth pressure\nSense to describe: (none recorded)\nDomain code: XCT.QLT\nAlso known as: (none)\n\n\nContext for this batch of 1001 things:\n# Batch 04", "usd": 0.0, "recall": true }, "codex": { "seconds": 76.7, "error": "Reading additional input from stdin...\nOpenAI Codex v0.153.4\n--------\nworkdir: R:\\02_PROJECTS\\02_Meta_Models_Platforms\\Ver.cy\\current\\thing-registry-backlog\nmodel: gpt-6-astra\nprovider: openai\napproval: never\nsandbox: read-only\nreasoning effort: none\nreasoning summaries: none\nsession id: 01a0953f-9134-7321-9f02-0c43346f0197\n--------\nuser\nYou are drafting a Vercy meta-model for one registered thing. Answer as JSON only, no prose around it.\n\nThing: lateral earth pressure\nRegistry id: vr.tr.lateral-earth-pressure\nPlane / domain: XCT / XCT.QLT\nRegistry definition: (none recorded)\nNames folded into" } }, "enrichment": { "pass": 3, "engine": "claude", "producedAt": "2026-10-06T12:00:00Z", "ingestedAt": "2026-10-06T08:44:00+00:00", "fields": [ "agent_conduct", "ethics", "failure_modes_and_hazards", "owners", "standards_and_regulation" ] }, "gate": { "passed": true, "version": "1.0", "at": "2026-10-07T10:10:25+00:00", "evidence": [ "completeness 1.00", "sense: Wikidata description", "2 live sources", "review by codex: pass" ] } }, "metaModel": { "id": "THING-Q1022422", "registryId": "vr.tr.lateral-earth-pressure", "name": "lateral earth pressure", "version": "0.1.0-research.1", "entryKind": "thing", "family": "Thing Registry", "domain": [ "XCT.QLT" ], "status": "research-draft" }, "canonicalUrl": "https://ver.cy/models/thing/q1022422/", "model": { "registry_id": "vr.tr.lateral-earth-pressure", "name": "lateral earth pressure", "purpose": "Enable an agent to recognise, characterise and assess lateral earth pressure for a specified ground-structure configuration, loading condition and stage of movement.", "definition": "Lateral earth pressure is the normal stress exerted by a soil mass against a retaining surface or across a plane within the soil, whose magnitude depends on soil properties, stress history, drainage conditions, applied loads and deformation constraints.", "scope_statement": "This model owns vr.tr.lateral-earth-pressure in XCT / XCT.QLT: the concept and operational representation of lateral stresses exerted by soil, including pressure distributions, mobilisation states, calculation assumptions and links to resulting actions on structures.", "in_scope": [ "Lateral pressure within soil and at soil-structure interfaces, with direction and reference surface specified.", "At-rest, active, passive and partially mobilised pressure states.", "Separation of effective soil pressure, pore-water pressure and total lateral pressure.", "Pressure distributions associated with soil layering, surcharge, compaction and construction sequence.", "Methods, measurements and assumptions used to estimate pressure and its resultant." ], "out_of_scope": [ "Complete retaining-wall, basement, excavation-support or foundation models.", "General soil classification and constitutive behaviour except as referenced pressure inputs.", "Groundwater flow modelling beyond the pore-pressure conditions supplied to this model.", "Complete structural capacity, sliding, overturning and global stability assessments.", "Bulk solids pressure in silos and fluid-only hydrostatic pressure." ], "distinguishing_features": [ "An instance must identify a lateral stress component or traction on a specified surface; vertical overburden stress alone is an input, not lateral earth pressure.", "Pressure is force per area and may vary with position; integrated earth thrust is a derived force with a line of action.", "The pressure state depends on deformation and loading history, so a soil description alone does not determine whether active, passive or at-rest conditions apply.", "Effective soil pressure must be distinguished from water pressure and their total; a water-only pressure distribution does not instantiate the soil contribution.", "An earth-pressure coefficient is a dimensionless relationship used under stated assumptions, not the pressure itself or a universally fixed soil property." ], "characteristics": [ { "name": "Pressure component and stress basis", "kind": "category", "unit_or_values": "Horizontal stress or interface-normal traction; effective or total stress; water contribution identified separately", "why_it_matters": "Prevents combining incompatible components or counting water pressure twice." }, { "name": "Pressure distribution", "kind": "measurement", "unit_or_values": "kPa as a function of depth, position and time or construction stage", "why_it_matters": "Locates concentrations and supplies the distribution from which forces are derived." }, { "name": "Mobilisation state", "kind": "state", "unit_or_values": "At-rest, active limit, passive limit, intermediate, cyclic or unresolved", "why_it_matters": "Connects pressure estimates to the deformation needed to develop them." }, { "name": "Lateral earth-pressure coefficient", "kind": "measurement", "unit_or_values": "Dimensionless; K0, Ka, Kp or a defined intermediate coefficient, with numerator and denominator stated", "why_it_matters": "Makes coefficient definitions and applicable assumptions explicit." }, { "name": "Ground and boundary configuration", "kind": "relation", "unit_or_values": "Linked soil layers, ground slope, interface inclination, retained height, wall roughness and nearby boundaries", "why_it_matters": "Determines which pressure idealisations fit the physical configuration." }, { "name": "Relative soil-structure movement", "kind": "measurement", "unit_or_values": "Displacement in mm, rotation in radians and displacement/height ratio; direction and mode recorded", "why_it_matters": "Supports a defensible judgement about pressure mobilisation." }, { "name": "Drainage and pore-pressure condition", "kind": "state", "unit_or_values": "Drained, undrained or transient; pore-pressure profile in kPa", "why_it_matters": "Controls the stress interpretation and suitable strength inputs." }, { "name": "Loading and stress history", "kind": "relation", "unit_or_values": "Linked surcharge geometry, excavation stages, compaction, overconsolidation and dynamic loading", "why_it_matters": "Explains pressure changes that present-day overburden alone cannot capture." }, { "name": "Pressure resultant", "kind": "measurement", "unit_or_values": "kN/m for a section or kN for a defined surface; direction and application point in m", "why_it_matters": "Transfers the pressure field into a clearly bounded structural action." }, { "name": "Evidence and applicability", "kind": "category", "unit_or_values": "Measured, analytically estimated, numerically estimated or prescribed envelope; source, assumptions and uncertainty recorded", "why_it_matters": "Distinguishes an observation from a calculation or design convention." } ], "affordances": [ "Classify a proposed pressure state against the documented movement and restraint conditions.", "Select and qualify a pressure-estimation method against ground geometry, drainage and loading history.", "Construct comparable effective, water and total pressure profiles without double counting.", "Integrate a pressure profile into a resultant and line of action for a linked structural assessment.", "Compare predicted and measured pressures at matching positions and construction stages.", "Flag unsupported passive resistance, incompatible stress assumptions or missing groundwater scenarios." ], "agent_conduct": { "may": [ "Calculate and report lateral earth pressure for a design under a qualified engineer's supervision.", "Monitor and report readings from instruments on retaining structures it is authorized to read." ], "must_not": [ "Approve a retaining wall or excavation design without a qualified engineer.", "Use assumed soil parameters without saying they are assumed.", "Ignore water pressure, surcharge loads or nearby foundations in a calculation.", "Hide monitoring readings that show movement or cracking." ], "requires_human": [ "Approving designs and changes to temporary works such as trench support.", "Deciding to keep people working in an excavation after warning signs." ] }, "ethics": { "considerations": [ "Retaining wall and trench collapses kill workers and damage neighbouring property.", "Engineering judgement carries legal responsibility that cannot be passed to software." ], "affected_parties": [ "Construction workers", "Neighbours of excavations", "Users of roads and buildings near walls" ] }, "owners": { "steward": "The designer and the owner of each retaining structure; building control authorities check designs.", "master_systems": [] }, "failure_modes_and_hazards": [ "Underestimated pressure can topple or crack walls.", "Heavy rain can raise water pressure behind walls and trigger failure.", "Trench collapse can bury workers." ], "standards_and_regulation": [ "EN 1997 Eurocode 7: Geotechnical design, European Committee for Standardization (CEN)." ], "what_it_is_for": [ "Lateral earth pressure is considered where soil bears against retaining walls, basement walls, buried structures and excavation supports.", "Its assessment supports structural design and stability evaluation under specified soil, groundwater, loading and movement conditions." ], "facets_not_applicable": { "recognition": "Lateral earth pressure is a stress quantity without a visible form, and visible deformation alone cannot identify its magnitude or state." } }, "sources": [ { "id": "wikidata", "title": "Wikidata item Q1022422: lateral earth pressure", "url": "https://www.wikidata.org/wiki/Q1022422", "url_status": "live", "what_it_supports": "identity and sense of the item", "checked_by": "wikidata-api" }, { "id": "wikipedia-en", "title": "Wikipedia: Lateral earth pressure", "url": "https://en.wikipedia.org/wiki/Lateral_earth_pressure", "url_status": "live", "what_it_supports": "general description of the item", "checked_by": "wikidata-api sitelink" } ], "structure": { "bundles": [ { "id": "pressure-meaning-and-components", "name": "Pressure meaning and components", "description": "Establish what quantity an instance represents and where it acts.", "rationale": "Earth pressure, water pressure, interface traction and resultant thrust are related quantities that cannot be substituted without qualification.", "layers": [ { "id": "reference-surface-and-direction", "name": "Reference surface and direction", "description": "Locate the pressure and define its orientation.", "findings": [ { "id": "lateral-component-definition", "name": "Lateral component definition", "description": "Record whether the instance describes horizontal stress within soil or a component of traction on an interface, especially where the wall is inclined or frictional.", "questions": [ { "text": "On which soil plane or structure surface is pressure defined, and in which direction is it resolved?", "kind": "definition", "id": "lateral-component-definition-q01" }, { "text": "Does the reported quantity include interface shear or only the normal component?", "kind": "boundary", "id": "lateral-component-definition-q02" } ] } ] }, { "id": "effective-water-and-total-pressure", "name": "Effective, water and total pressure", "description": "Specify the stress convention and separate contributions.", "findings": [ { "id": "stress-component-accounting", "name": "Stress component accounting", "description": "For a saturated effective-stress representation, total normal pressure combines effective soil pressure and pore-water pressure. Record the applicable convention explicitly. Reference: [FHWA Soils and Foundations, Volume I](https://www.fhwa.dot.gov/engineering/geotech/pubs/nhi06088.pdf).", "questions": [ { "text": "Is the profile expressed in effective or total stress, and where is pore-water pressure represented?", "kind": "definition", "id": "stress-component-accounting-q01" }, { "text": "What evidence supports the water-pressure profile and any hydrostatic assumption?", "kind": "provenance", "id": "stress-component-accounting-q02" } ] } ] } ] }, { "id": "movement-and-mobilisation", "name": "Movement and mobilisation", "description": "Relate pressure state to restraint, deformation and stress history.", "rationale": "An active or passive coefficient is meaningful only when its assumed mobilisation is compatible with the situation.", "layers": [ { "id": "restraint-and-limit-states", "name": "Restraint and limit states", "description": "Distinguish constrained conditions from movement toward limiting states.", "findings": [ { "id": "movement-compatible-pressure-state", "name": "Movement-compatible pressure state", "description": "Record the basis for assigning at-rest, active, passive or intermediate conditions. Active and passive limits concern different directions of relative movement. Reference: [FHWA Soils and Foundations, Volume II](https://www.fhwa.dot.gov/engineering/geotech/pubs/nhi06089.pdf).", "questions": [ { "text": "What restraint and direction of soil-structure movement support the selected pressure state?", "kind": "boundary", "id": "movement-compatible-pressure-state-q01" }, { "text": "What displacement or rotation evidence supports full mobilisation rather than an intermediate state?", "kind": "measurement", "id": "movement-compatible-pressure-state-q02" } ] } ] }, { "id": "stress-path-and-stage", "name": "Stress path and stage", "description": "Attach pressure to a loading history and identifiable stage.", "findings": [ { "id": "history-dependent-pressure", "name": "History-dependent pressure", "description": "Record excavation, backfilling, support installation, compaction and unloading as possible explanations of the pressure state; do not infer the entire history from current geometry.", "questions": [ { "text": "Which construction or service stage does this pressure distribution represent?", "kind": "provenance", "id": "history-dependent-pressure-q01" }, { "text": "Which prior loading, compaction or movement events must be retained when updating the estimate?", "kind": "action", "id": "history-dependent-pressure-q02" } ] } ] } ] }, { "id": "ground-water-and-imposed-loads", "name": "Ground, water and imposed loads", "description": "Capture the inputs and boundary conditions that generate the pressure distribution.", "rationale": "A generic depth-times-coefficient profile cannot express every layered, loaded or transient ground condition.", "layers": [ { "id": "soil-and-interface-controls", "name": "Soil and interface controls", "description": "Relate the pressure estimate to material properties and geometry.", "findings": [ { "id": "compatible-ground-parameters", "name": "Compatible ground parameters", "description": "Require layer-specific inputs, their stress basis and the interface assumptions used by the chosen method.", "questions": [ { "text": "Which layer thicknesses, unit weights and strength parameters were used, and how were they established?", "kind": "provenance", "id": "compatible-ground-parameters-q01" }, { "text": "How are ground slope, wall inclination, interface friction and restricted backfill width represented?", "kind": "boundary", "id": "compatible-ground-parameters-q02" } ] } ] }, { "id": "water-surcharge-and-transients", "name": "Water, surcharge and transients", "description": "Identify loading and hydraulic scenarios beyond soil self-weight.", "findings": [ { "id": "scenario-specific-pressure-contributions", "name": "Scenario-specific pressure contributions", "description": "Keep surcharge, groundwater, compaction and dynamic effects traceable to explicit scenarios, including whether contributions can be combined by the selected method.", "questions": [ { "text": "What surcharge magnitude, footprint, setback and duration apply to this scenario?", "kind": "measurement", "id": "scenario-specific-pressure-contributions-q01" }, { "text": "Which drainage failure, groundwater change or dynamic loading scenarios require a separate pressure estimate?", "kind": "action", "id": "scenario-specific-pressure-contributions-q02" } ] } ] } ] }, { "id": "estimation-method-and-validity", "name": "Estimation method and validity", "description": "Expose how pressure is operationalised and where that representation is defensible.", "rationale": "Differences between methods may reflect different assumptions or intended uses rather than disagreement about the underlying quantity.", "layers": [ { "id": "theory-and-coefficient-selection", "name": "Theory and coefficient selection", "description": "Document the method and the meanings of its parameters.", "findings": [ { "id": "method-assumption-match", "name": "Method-assumption match", "description": "Record the selected Rankine, Coulomb, at-rest correlation, numerical or other formulation with its precise version and assumptions; method names alone do not establish applicability.", "questions": [ { "text": "Which source, equation or implementation defines the method and coefficient used?", "kind": "provenance", "id": "method-assumption-match-q01" }, { "text": "Which assumptions about geometry, drainage, strength and movement are satisfied, uncertain or violated?", "kind": "boundary", "id": "method-assumption-match-q02" } ] } ] }, { "id": "physical-profile-versus-design-envelope", "name": "Physical profile versus design envelope", "description": "Distinguish estimates of local stress from prescribed representations used to design support systems.", "findings": [ { "id": "representation-purpose", "name": "Representation purpose", "description": "Identify whether a profile represents measured stress, a calculated field or an apparent pressure envelope, and record the uses authorised by its source.", "questions": [ { "text": "Is this distribution intended to describe actual local pressure or to allocate design loads to supports?", "kind": "definition", "id": "representation-purpose-q01" }, { "text": "What restrictions govern using this representation to infer local pressure, total thrust or support reactions?", "kind": "boundary", "id": "representation-purpose-q02" } ] } ] } ] }, { "id": "resultants-observations-and-use", "name": "Resultants, observations and use", "description": "Translate pressure into traceable actions and assess its evidential support.", "rationale": "An agent must preserve spatial meaning and uncertainty when passing earth-pressure information into an engineering decision.", "layers": [ { "id": "distribution-to-resultant", "name": "Distribution to resultant", "description": "Maintain the relationship between pressure profiles and derived forces.", "findings": [ { "id": "traceable-earth-thrust", "name": "Traceable earth thrust", "description": "Record the integration surface, force direction and line of action, distinguishing per-unit-length results from forces on a finite surface.", "questions": [ { "text": "Over what depth, width and surface geometry is the pressure integrated?", "kind": "measurement", "id": "traceable-earth-thrust-q01" }, { "text": "Which resultant, application point and component breakdown should be passed to the linked structural model?", "kind": "action", "id": "traceable-earth-thrust-q02" } ] } ] }, { "id": "observation-and-uncertainty", "name": "Observation and uncertainty", "description": "Evaluate measurements and identify decisions sensitive to uncertain inputs.", "findings": [ { "id": "comparable-pressure-evidence", "name": "Comparable pressure evidence", "description": "Compare predictions with observations only after aligning sensor orientation, stress component, location, calibration and construction stage; retain unresolved discrepancies.", "questions": [ { "text": "What instrument or inference produced the observation, and what quantity did it actually measure?", "kind": "provenance", "id": "comparable-pressure-evidence-q01" }, { "text": "Which uncertain inputs or prediction-observation discrepancies require further investigation before this pressure estimate is used?", "kind": "action", "id": "comparable-pressure-evidence-q02" } ] } ] } ] }, { "id": "evidence-and-external-alignment", "name": "Evidence and external alignment", "description": "What the world already says about this thing, gathered so the model can be checked against it.", "rationale": "A model that cannot be lined up against existing standards, identifiers and practice cannot be adopted by anyone who already uses them.", "layers": [ { "id": "reported-evidence", "name": "Reported evidence", "description": "Findings from the breadth pass, kept separate from the structural claims.", "findings": [ { "id": "evidence-confidence-notes", "name": "Check these first", "description": "Recalled without web access and unsourced; every item is a lead to verify.", "evidence": [ "This is recalled knowledge; no sources or current standard editions were consulted.", "The coefficient ranges apply only to the stated idealisation, including a vertical smooth wall and level cohesionless backfill; they are not general design values.", "Terminology sometimes combines soil and water contributions as total earth pressure, so effective versus total stress must be stated explicitly." ], "questions": [ { "id": "evidence-confidence-notes-q01", "text": "Which of these check these first hold for the sense of lateral earth pressure this model covers, and on what evidence?", "kind": "provenance" } ] }, { "id": "evidence-kinds", "name": "Kinds and varieties", "description": "Recalled without web access and unsourced; every item is a lead to verify.", "evidence": [ "At-rest earth pressure: lateral stress under zero lateral strain", "Active earth pressure: limiting stress state mobilised by sufficient movement away from the retained soil", "Passive earth pressure: limiting resistance mobilised by sufficient movement into the soil" ], "questions": [ { "id": "evidence-kinds-q01", "text": "Which of these kinds and varieties hold for the sense of lateral earth pressure this model covers, and on what evidence?", "kind": "provenance" } ] }, { "id": "evidence-standards-and-regulation", "name": "Standards and regulation", "description": "Recalled without web access and unsourced; every item is a lead to verify.", "evidence": [ "EN 1997, Eurocode 7: Geotechnical design - European Committee for Standardization (CEN)", "AASHTO LRFD Bridge Design Specifications - American Association of State Highway and Transportation Officials" ], "questions": [ { "id": "evidence-standards-and-regulation-q01", "text": "Which of these standards and regulation hold for the sense of lateral earth pressure this model covers, and on what evidence?", "kind": "provenance" } ] }, { "id": "evidence-real-world-use", "name": "Real-world use", "description": "Recalled without web access and unsourced; every item is a lead to verify.", "evidence": [ "Determining loads and stability requirements for retaining walls", "Designing basement walls and other laterally restrained underground structures", "Designing excavation supports, including sheet piles and braced cuts", "Assessing soil loads on bridge abutments", "Estimating passive resistance available to embedded foundations and retaining structures" ], "questions": [ { "id": "evidence-real-world-use-q01", "text": "Which of these real-world use hold for the sense of lateral earth pressure this model covers, and on what evidence?", "kind": "provenance" } ] }, { "id": "evidence-measurements", "name": "Typical measurements", "description": "Recalled without web access and unsourced; every item is a lead to verify.", "evidence": [ { "quantity": "Lateral normal stress", "typical_range": "No universal range; commonly increases with depth in uniform soil under simple loading conditions", "unit": "kPa" }, { "quantity": "Earth pressure coefficient K, defined as lateral effective stress divided by vertical effective stress", "typical_range": "For level, cohesionless backfill with effective friction angle 30-40 degrees, Rankine assumptions give active coefficients about 0.22-0.33 and passive coefficients about 3.0-4.6", "unit": "dimensionless" }, { "quantity": "Resultant lateral thrust per unit length of wall", "typical_range": "Obtained by integrating the lateral pressure distribution over wall height; no universal range", "unit": "kN/m" } ], "questions": [ { "id": "evidence-measurements-q01", "text": "Which of these typical measurements hold for the sense of lateral earth pressure this model covers, and on what evidence?", "kind": "provenance" } ] }, { "id": "evidence-failure-modes-and-hazards", "name": "Failure modes and hazards", "description": "Recalled without web access and unsourced; every item is a lead to verify.", "evidence": [ "Assuming active pressure where wall restraint prevents sufficient movement can underestimate loads.", "Blocked drainage or groundwater rise can add substantial water pressure to effective soil pressure.", "Crediting full passive resistance without sufficient displacement, or where soil may be excavated or scoured away, can overestimate stability.", "Ignoring surcharge, compaction or seismic effects can underestimate lateral loads.", "Inadequate resistance to lateral thrust can cause sliding, overturning, structural failure or excessive deformation." ], "questions": [ { "id": "evidence-failure-modes-and-hazards-q01", "text": "Which of these failure modes and hazards hold for the sense of lateral earth pressure this model covers, and on what evidence?", "kind": "provenance" } ] }, { "id": "evidence-regional-variation", "name": "Regional variation", "description": "Recalled without web access and unsourced; every item is a lead to verify.", "evidence": [ "European practice commonly uses Eurocode 7 with national annexes; United States bridge practice commonly uses AASHTO LRFD specifications.", "Seismic design requirements and groundwater or frost considerations vary with jurisdiction and local conditions." ], "questions": [ { "id": "evidence-regional-variation-q01", "text": "Which of these regional variation hold for the sense of lateral earth pressure this model covers, and on what evidence?", "kind": "provenance" } ] }, { "id": "evidence-neighbours", "name": "Neighbouring kinds and how to tell them apart", "description": "Recalled without web access and unsourced; every item is a lead to verify.", "evidence": [ { "name": "Hydrostatic pressure", "difference": "Water pressure acts through the pore fluid; effective earth pressure arises from the soil skeleton, and total lateral pressure can include both." }, { "name": "Bearing capacity", "difference": "Bearing capacity concerns limiting support against foundation penetration; lateral earth pressure concerns lateral stress and resistance." }, { "name": "Slope stability", "difference": "Slope stability assesses failure of an entire soil mass along potential slip surfaces; lateral earth pressure describes stresses or thrusts on specified surfaces." }, { "name": "Rankine and Coulomb earth pressure theories", "difference": "These are idealised methods for estimating earth pressure states or thrusts, rather than the physical pressure itself." } ], "questions": [ { "id": "evidence-neighbours-q01", "text": "Which of these neighbouring kinds and how to tell them apart hold for the sense of lateral earth pressure this model covers, and on what evidence?", "kind": "provenance" } ] } ] } ] } ] }, "openQuestions": [ "Should this registry entry cover both in-situ horizontal soil stress and soil-structure contact pressure as explicit subtypes, and how does the existing catalogue separate them?", "Which references and applicability limits should govern movement thresholds for active and passive mobilisation across different soils and wall deformation modes?", "How should unsaturated soils, suction, cohesive tension zones and water-filled cracks be represented without implying that a saturated effective-stress formulation always applies?", "Which extensions are needed for seismic loading, liquefaction, cyclic movement and three-dimensional confinement?", "Which jurisdiction-specific sources should govern apparent pressure envelopes, characteristic values and design values while preserving their distinction from physical pressure estimates?" ], "statistics": { "bundles": 6, "layers": 11, "findings": 18, "questions": 28 } }