IS 2911 PART 4 2013 PDF


View Homework Help - _4-newpdf from CIVIL CE at IIT Bombay. IS (Part 4): Hkkjrh; ekud ikby uhao dh fMT+kkbu vkSj fuekZ.k Hkkx 4. download BIS IS DESIGN AND CONSTRUCTION OF PILE FOUNDATIONS - CODE OF PRACTICE - PART 4: LOAD TEST ON PILES from SAI Global. TO IS: (Part 4) - CODE OF PRACTICE FOR DESIGN AND CONSTRUCTION OF PILE FOUNDATIONS PART 4 LOAD TEST ON PILES .

Is 2911 Part 4 2013 Pdf

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IS Part 4: Title: Code of practice for design and construction of pile foundations: Part 4 Load test on piles. Pages: Year: Publisher: BIS. Draft for is Part4 - Download as PDF File .pdf), Text File .txt) or read online . (Part 1) Title Code of practice for design and construction of .. IRC Standard Specifications and Code of Practice for Road Bridges . IS Part 4 - Download as PDF File .pdf), Text File .txt) or read online. IRC- Standard Specifications and Code of Practice for Road Bridges.

Civil Eng. Micropile Design and Construction Reference Manual.

Han, J. Choi, C.

is 2911 part 4 2013

Rose, A. Elaziz, A.

Kershaw, K. Bhattacharjee, A. Esmaeili, M. El-Garhy, B. Nguyen, D. Bennett, J. IS Part 4 : 3. QD arrival at safe load by application of factor of safety, 3.

Datum lateral and pull-out. Initial load tests shall bars should rest on firm ground. I be created to remove the effect of skin friction above cut-off level of 5. However, the d variation in acceptance criteria of deflection shall be at cut-off level respect to other. S Load cells may be used for load. However, for specific shall be such that the required conditions and CRP which are of actual use are fulfilled.

Pile cap can also be may be used as mentioned in 7.

The loading should be applied in increments of about 20 percent of the estimated safe load. Where, it is not possible to locate one of the dial gauges in the line of the jack axes, then two dial gauges may be kept at a distance of 30 cm at a suitable height and the displacement interpolated at load point from similar triangles.

The dial fsuget tips shall rest on the eentral portion of the glass phite. Nora — The displacement is at the cut-off level of the pile.

As an alternative it is sometimes preferable to use.

It will have threads at top for fixing it to the framework. For larger loads the mimber of rods may have to be more and depending on the set-up these may be put in a line or in any other symmetrical p. For routine tests, the framework is normally attached to the reinforcing bars but a tentral rod may also be used in case the upper portion of the pile is required to be Iniilt up.

In some cases, in order to allow for neck tension in a pull out test, it may be necessary to provide additional reinforcement in the piles to be tested. These are to be recorded sequentially for the tests under consideration and recorded in a suitable tabular form along with the information about the pile.

Load displacement curve should be an essential part of presentation. The test may be continued up to 50 percent over the safe load. One of the dial gauges will be selected for conducting the test.

2911_4-new-2013.pdf - IS 2911(Part 4 2013 Hkkjrh ekud ikby...

Immedia- tely, other persons record the pressure gauge readings and other dial gauge readings. The pump supplying the jack may be hand or mechanically operated.

For force up to ton hand pumping is con- venient. Readings of time, poattration aad load should be taken at sufficiently close intervals to give adtquale control of the rate of penetra- tion. The test should be carried out for the penetration more than 10 percent of the diameter of the pile base.

The peak load marked A in Fig. Garo AUimaU Srri a.

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Han, J.

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