Chapter 12 — In-Situ Testing & Parameter Selection¶
12.1 Why test in situ¶
Laboratory tests are run on small, disturbed samples. In-situ tests measure the soil in its natural state, over a larger volume, avoiding sampling disturbance. They are often the primary source of design parameters, with laboratory tests used to confirm and refine.
12.2 The main in-situ tests¶
- Standard Penetration Test (SPT) — a split-spoon sampler driven by a 63.5 kg hammer; the blow count \(N\) indexes density and strength. Cheap, universal, but crude and operator-sensitive.
- Cone Penetration Test (CPT / CPTu) — a cone pushed continuously, measuring tip resistance, sleeve friction, and (with a piezocone) pore pressure. Excellent for profiling and for soft soils.
- Vane shear test (VST) — measures undrained strength \(c_u\) in soft clays.
- Pressuremeter (PMT) — expands a cylindrical probe to give in-situ modulus and strength.
- Dilatometer (DMT) — a flat blade pushed into the soil gives soil type and parameters.
- Plate load test — a direct measure of the load–settlement response.
12.3 Correlations¶
Many parameters are estimated from SPT or CPT through empirical correlations:
- friction angle \(\phi'\) and relative density from \(N\) or \(q_c\);
- undrained strength \(c_u\) from \(N\) or cone resistance;
- modulus \(E\) from \(N\) or \(q_c\);
- liquefaction resistance from \(N\) or \(q_c\) and the cyclic stress ratio.
Correlations are region- and soil-specific; they must be used with judgment and verified locally.
12.4 Selecting design parameters¶
Parameter selection is an engineering judgment, not a lookup:
- Bound the uncertainty — use the range of measured values, not a single number.
- Match the parameter to the analysis — drained vs. undrained, peak vs. residual, small-strain vs. working-strain stiffness.
- Prefer direct measurement over correlation where the parameter is critical.
- Consider variability and scale — a small sample may not represent the mass.
- Document the basis — record how each parameter was chosen.
12.5 Key takeaways¶
- In-situ tests measure undisturbed soil over a large volume — often the primary source of parameters.
- SPT is universal and crude; CPT is precise and continuous; VST, PMT, DMT target specific parameters.
- Correlations are useful but region-specific — verify locally.
- Select parameters by judgment: bound uncertainty, match the analysis, prefer measurement, and document the basis.