摘要
根据 p- y曲线法原理分别对沉入砂性土地基及粘性土地基的板桩码头进行了例题计算 ,并且与传统的
Based on the principle of P-Y curve method, Then, two examples of sheet pile, wharve on arenaceous groundwork and argillaceous groundwork are presented and analyzed, and the performance of P-Y curve method is evaluated by comparison with the conventional method “ m ”.
出处
《港工技术》
北大核心
2001年第1期24-26,40,共4页
Port Engineering Technology
