the computation method of settlement of granular material pile is discussed , the determining method of pile body modulus of deformation of granular material pile is given .
讨论了散体材料桩复合地基沉降计算方法,给出了散体材料桩桩身变形模量的确定方法。
relationships between the pile-soil stress ratio, the replacement ratio, and the pile lateral soil modulus of deformation are discussed.
讨论了桩土应力比与置换率及桩周土变形模量的关系。
the result obtained in a clay foundation treatment with powder deep mixing method is reported. the improvement of the bearing capacity and the modulus of deformation by such a method is discussed.