Combined loading of spudcan foundations on clay: numerical modelling

The load-displacement response of a spudcan foundation on clay is described by means of an incremental plasticity model with three degrees of freedom (vertical, rotational, horizontal). The model is termed 'Model B' and employs a yield surface and flow rule that are derived from a programm...

সম্পূর্ণ বিবরণ

গ্রন্থ-পঞ্জীর বিবরন
প্রধান লেখক: Martin, C, Houlsby, G
বিন্যাস: Journal article
ভাষা:English
প্রকাশিত: 2001