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A Closer Look at Prevailing Civil Engineering Practice - European ...

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A <strong>Closer</strong> <strong>Look</strong> <strong>at</strong> <strong>Prevailing</strong> <strong>Civil</strong> <strong>Engineering</strong> <strong>Practice</strong>, Wh<strong>at</strong>, Why and How<br />

Vincent T. H. CHU<br />

Chapter 9. Site Investig<strong>at</strong>ion<br />

1. Wh<strong>at</strong> is the difference between Dynamic Probing and Standard<br />

Penetr<strong>at</strong>ion test<br />

Standard Penetr<strong>at</strong>ion Test (SPT) is an in-situ dynamic penetr<strong>at</strong>ion test to<br />

provide inform<strong>at</strong>ion on the properties of soil. It may also collect a disturbed<br />

soil sample for grain-size analysis and soil classific<strong>at</strong>ion. SPT involves the<br />

driving of a standard sampler through a distance of 450mm into the bottom<br />

of a borehole using the standard weight of 63.5kg falling through 760mm.<br />

Dynamic Probing Test as per BS1377: Part 9: 1990 involves the driving of<br />

a metal cone into the ground through a series of 1-metre length steel rods.<br />

These rods are driven from the surface by the hammer system on the rig<br />

which drops 63.5 kg weight onto the rods through a fall of 760mm. The<br />

number of blows th<strong>at</strong> is required to drive the cone down each 100mm<br />

increment is then recorded until a required depth is reached or a refusal is<br />

achieved. Dynamic Probing has many applic<strong>at</strong>ions. For instance, it may be<br />

used to estim<strong>at</strong>e the depths of <strong>at</strong> the interface between hard and soft str<strong>at</strong>a<br />

and to trace the outline of objects buried underground.<br />

SPT test is used to provide valuable inform<strong>at</strong>ion on soil properties.<br />

However, the main use of dynamic probing is to interpol<strong>at</strong>e inform<strong>at</strong>ion<br />

between boreholes/trial pits swiftly and to supplement inform<strong>at</strong>ion found<br />

from boreholes and trial pits <strong>at</strong> a low cost. For instance, dynamic probing is<br />

carried out close to a borehole where the underground conditions are<br />

identified. As such, by using the dynamic probing, the result of borehole<br />

can be extended to other areas in between two boreholes.<br />

2. Wh<strong>at</strong> is the difference between trial pit, trial trench and inspection<br />

pit<br />

A trial pit is used for obtaining inform<strong>at</strong>ion on the subsurface soil conditions.<br />

It allows logging of the various soils types and soil sampling. Typical size of<br />

trial pits has minimum base plan area of 1.5m 2 . Trial trench serves the<br />

same purpose of trial pit except th<strong>at</strong> they differ in size and dimension. For<br />

instance, the length of a trial trench is normally larger than its width by a<br />

certain factor (e.g. 5) to c<strong>at</strong>er for its “trench” shape.<br />

An inspection pit is a pit used for identifying and positioning of underground<br />

utilities and structure.<br />

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