地质科学研究院与哈尔科夫工业建筑科学研究院共同研究了《桩在沉陷土中受水平荷载作用的计算的建议》(1)。他们在研究中采用了运输工程部中央建筑科学研究院关于《桩—土》体系在弹性阶段受力分析的方法。下面介绍建议的计算方法的基本原理和一些计算公式。该方法在研究中使用了在克列明楚格、乌斯特卡明诺戈尔斯克、那贝烈日内依切尔内、彼尔沃迈斯克等地的实桩试验资料。 The Institute of Geosciences and the Kharkov Institute of Industrial Building Research jointly studied the “Proposal for the Calculation of Horizontal Piles in Subsidence” (1). In their study, they used a method of stress analysis by the Central Academy of Building Research, Ministry of Transport Engineering on the “pile-soil” system during the elastic phase. The following describes the basic principles of the proposed method of calculation and some formulas. The method used real-pile test data in Creolezug, Ustka Minogorsk, Nabeelbergen Ichernoe and Piervosk in the study.