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18-Geol-B3 Site Investigation · December 2015

Question 1 of 4

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

National Exams, December 2015 — 04-Geol-B3, Site Investigation (3 hours, open book, 4 questions × 25 marks = 100 marks, essay format).

Reference texts: Clayton, Matthews & Simons, Site Investigation, 2nd ed. (Blackwell Science); Canadian Geotechnical Society, Canadian Foundation Engineering Manual (CFEM), 4th ed.; Hunt, Geotechnical Engineering Investigation Handbook, 2nd ed. (CRC Press); Dunnicliff, Geotechnical Instrumentation for Monitoring Field Performance; ASTM D1586 (SPT), D1587/D6519 (Shelby tube), D3441/D5778 (CPT/CPTu), D2573 (field vane), D4719 (pressuremeter), D1194 (plate load), D5731 (point load index), D4630 (packer permeability test), D5092/D5787 (monitoring well/piezometer construction).

Question 1 (25 marks)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

Approach. Lay the site investigation out as a sequential flow chart from the owner's initial brief through to construction verification, with the two non-technical threads the question explicitly asks for — the client/contractor relationship and the contract — drawn as external inputs entering the chart at the two points where they actually govern the sequence: scope/budget definition, and hand-off into construction.

Client Brief(ToR)Desk StudySiteReconnaissanceScope &BudgetTender &Contract AwardFieldExplorationSampling &In-Situ TestingLab Testing &InterpretationGI ReportDesign/Peer ReviewConstructionMonitoringOwnerContractorbidClientreviewdifferingconditions
Fig. 1 — Generalized site investigation process flow: desk-based and reconnaissance stages (top row) feed the tendered, contracted field/report stages (bottom row), with explicit client review and a differing-conditions feedback loop back into the report.

The process runs in two logically distinct phases that the chart makes explicit. The pre-contract phase (Client Brief → Desk Study → Site Reconnaissance → Scope & Budget → Tender & Contract Award) is where the client's terms of reference are translated into a technically defensible scope of work: the desk study and reconnaissance establish what ground conditions are plausible so that the scope and budget put out to tender are realistic, rather than a generic boilerplate specification. This is also where the client/contractor relationship is formalized — the client (or their prime consultant) issues the tender, contractors (drilling subcontractors, laboratories) submit bids against the defined scope, and the contract that is awarded fixes the standard of care, the payment basis (unit-rate vs. lump-sum, important because ground conditions are inherently uncertain before drilling starts), access and safety obligations, and who owns liability for a differing-site-conditions claim. The technical execution phase (Field Exploration → Sampling & In-Situ Testing → Lab Testing & Interpretation → GI Report → Design/Peer Review → Construction Monitoring) is where the contracted drilling and testing actually happen, the results are interpreted into design parameters, and the whole package is checked, first by an independent peer reviewer before it goes into the design, and again in the field during construction.

The inter-relations that make this a genuine feedback process, not a one-way pipeline, are drawn explicitly on the chart. The client review arrow into the GI Report reflects that the client (or their representative) must accept the interpreted ground model and its residual risk before it is used for design — a report is a recommendation, not an unqualified fact, until the client signs off on it. The differing-conditions arrow running from Construction Monitoring back into the GI Report is the most important loop on the chart: when the ground actually exposed during construction disagrees with the investigation's interpretation, that disagreement must be fed back into the report/design basis (triggering a design change, additional targeted investigation, or a formal differing-site-conditions claim under the contract) rather than being resolved informally in the field. Without this loop explicitly drawn and understood by all parties, a genuine ground-condition surprise becomes a dispute about who should have known, rather than a managed technical and contractual process.

StageRole
Client Brief (ToR)Owner defines project need and constraints; starts the process
Desk Study → Site ReconnaissanceBuild a preliminary ground model before committing field budget
Scope & Budget → Tender & Contract AwardClient/contractor relationship formalized; contract fixes risk allocation
Field Exploration → Sampling/Testing → InterpretationTechnical core: acquire and interpret ground data
GI Report (+ client review)Client accepts the interpreted ground model and residual risk
Design/Peer Review → Construction MonitoringIndependent check, then field verification; differing conditions loop back to the report
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