Titlebook: Geotechnical Characterisation and Geoenvironmental Engineering; IGC 2016 Volume 1 V. K. Stalin,M. Muttharam Conference proceedings 2019 Spr

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978-981-13-4526-5Springer Nature Singapore Pte Ltd. 2019

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Geotechnical Characterisation and Geoenvironmental Engineering978-981-13-0899-4Series ISSN 2366-2557 Series E-ISSN 2366-2565

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Versuchsofen und Versuchstechniksure test is devised in the Proctor mould itself to statically compact the soil at different water contents. This method is less laborious, and the time involved is less. For this, seven fine-grained soil samples of various plasticity characteristics were tested. The analysis shows that the relation

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Reinhold Neitzel,Rudolf Koller (Lehrstuhl)aboratory findings. In both laboratory and field testing, a 2.5?kg hammer was used with height of fall as variable parameter. Two sets of tests were performed. One with random height of fall that is similar to current practice and the other with fixed height of fall of 0.13?m to simulate impacts wit

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