Journal of Chongqing Jiaotong University(Natural Science) ›› 1983, Vol. 2 ›› Issue (1): 11-24.
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Wu Heng-li
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吴恒立
Abstract: This paper prensents a double-parameter method in calculating the laterally loaded pile. Compared with any current singular parameter method, calculation by this method gives much closer results with regard to the testing data of the slope and the deflection at the top of the test pile.
摘要： 本文提出的双参数法,可以更好地满足试桩桩顶挠度和转角的实测值,较现行的任何单一参数法优越。
Wu Heng-li. Double-Parameter Method Used in Calculating the Laterally Loaded Piie in the Elastic Foundation[J]. Journal of Chongqing Jiaotong University(Natural Science), 1983, 2(1): 11-24.
吴恒立. 计算弹性地基中推力桩的双参数法(推力桩计算理论研究报告之一)[J]. 重庆交通大学学报（自然科学版）, 1983, 2(1): 11-24.
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http://xbzk.cqjtu.edu.cn/EN/Y1983/V2/I1/11
