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Chapter 9 FOUNDATION ENGINEERING Figure 9.5 Typical Instrumentation Scheme for a Vertical Pile Loading Test 9.2.5.3 Test Procedures a) General Two types of loading test procedures are commonly used, namely maintained-load (ML) and constann t-rate-of-penetration (CRP) tests. The ML method is applicable t o compression, tension and lateral loading tests, whereas the CRP method is used mainly in compression loading tests. The design working load (W L ) of the pile should be pre-determined where W L is defined as the allowable load for a pile before allowing for factors such as negative skin friction, group effects and redundancy. March 2009 9-21
Chapter 9 FOUNDATION ENGINEERING b) Maintained-load tests In a maintained-load test, the load is applied in increments, each being held until the rate of movement has reduced to an acceptably low value before the next load increment is applied. It is usual practice to include a number of loading and unloading cycles in a loading test. Such cycles can be particularly useful in assessing the onset of plastic movements by observing development of the residual (or plastic) movement with increase in load. Details of the common loading procedures used in Hong Kong GEO which can be used as a guide are summarised in Table 9.4. When testing a preliminary pile, the pile should, where practicable, be loaded to failure or at least to sufficient movement (say, a minimum of 5% of pile diameter). If the pile is loaded beyond 2 W L , a greater number of small load increments, of say 0.15 to 0.2 W L as appropriate, may be used in order that the load-settlement behaviour can be better defined before pile failure. However, the test load should not exceed the structural capacity of the pile. In principle, the same loading procedures suggested for compression tests may be used for lateral and uplift loading tests. 9-22 March 2009
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GOVERNMENT OF MALAYSIA DEPARTMENT O
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DID MANUAL Volume 6 Foreword The fi
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CHAPTER 1 GENERAL
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