泥炭土地区工业与民用房屋和构筑物的高速建设,使设计者面临着确定穿过厚层泥炭土的桩的侧面的摩擦力问题。泥炭土地基在地面超载时会产生沉降,泥炭土会被压密。桩由于侧表面出现摩擦力的结果会受到附加的荷载。为了确定桩侧面的单位摩擦力,我们曾在第一类泥炭土上进行过土层表面有不同超载情况的研究。研究时采用桩径分别为76. The high-speed construction of industrial and civil houses and structures in the peat soil area has caused designers to face the problem of determining the frictional forces on the sides of piles that pass through thick layers of peat soil. The peat soil base will settling when the ground is overloaded, and the peat soil will be compacted. Piles are subject to additional loads as a result of friction on the side surfaces. In order to determine the unit friction force at the side of the pile, we have conducted studies on different surface overload conditions on the first peat soil. The pile diameter used for the study was 76.