刚性嵌岩桩的地基水平抗力常系数法的修正

王洪庆; 黄钺; 赵学亮; 何润财; 李宇; 田伟辉

doi:10.3724/j.gyjzG22091912

刚性嵌岩桩的地基水平抗力常系数法的修正

doi: 10.3724/j.gyjzG22091912

1. 中国能源建设集团广东省电力设计研究院有限公司, 广州 510663;
2. 广州市市政工程设计研究总院有限公司, 广州 510095;
3. 东南大学混凝土及预应力混凝土结构教育重点实验室, 南京 211189;
4. 中国电建集团西北勘测设计研究院有限公司, 西安 710065

详细信息

作者简介:
王洪庆,1248258404@qq.com。

通讯作者:
赵学亮,博士,副教授,主要从事海洋岩土工程方面的教学与研究工作,zhaoxl@seu.edu.cn。

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出版历程
- 收稿日期: 2022-09-19
- 网络出版日期: 2024-06-22

Modification of the Constant Coefficient Method for Horizontal Reaction of Foundation of Rigid Rock-Socketed Piles

1. China Energy Engineering Group Guangdong Electric Power Design Institute Co., Ltd., Guangzhou 510663, China;
2. Guangzhou Municipal Engineering Design & Research Institute Co., Ltd, Guangzhou 510095, China;
3. Key Laboratory of Concrete and Prestressed Concrete Structure of MOE, Southeast University, Nanjing 211189, China;
4. Northwest Engineering Corporation Limited, Xi'an 710065, China

摘要

摘要: 随着建筑规模的不断扩大和海洋工程的发展,桩基础须承受的荷载也变得越来越复杂,水平荷载对基础的影响变得越来越显著。JTG 3363—2019《公路桥涵地基与基础设计规范》中对于桩基嵌岩段地基水平抗力系数的计算过于简单,对于大直径嵌岩桩的尺寸效应也没有较好的考虑。针对刚性嵌岩桩的受力特点,基于地基水平抗力常系数的假设考虑了竖向侧摩阻力的影响,提出刚性嵌岩桩水平受荷响应的计算方法,该方法相较于未考虑侧摩阻力的计算结果更加精确。基于现场试验数据通过有限差分软件建立了嵌岩桩数值模型,对岩体力学参数和桩基参数等影响桩岩相互作用的因素进行参数分析,提出了基于地基水平抗力常系数假设的地基水平抗力系数拟合计算式。
- 嵌岩桩 /
- 水平承载力 /
- 地基水平抗力常系数法
Abstract: With the continuous development of construction scale and the offshore engineering, the loads on pile foundations have been becoming more and more complicated and the effect of lateral loads on pile foundations have been becoming more and more notable. The calculation method for the horizontal reaction coefficient of foundation of rock-socketed piles, which is suggested by Specifications for Design of Foundation of Highway Bridges and Culverts JTC 3363—2019, is too simple, and the size effect of large-diameter rock-socketed piles is not well considered. According to the mechanical characteristics of rigid rock-socketed piles, considering the effect of vertical skin friction, a calculation method to determine the response of rigid rock-socketed piles under lateral loads was proposed based on the assumption of a constant coefficient of horizontal reaction of foundation. The calculation results were more accurate compared with the results without considering vertical skin friction. Based on field test data, the numerical models of rigid rock-socketed piles were constructed by a finite difference software, and the parameter analysis on various factors influencing the rock-pile interaction including the mechanical and physical parameters of rock and piles was performed. Eventually, a fitting formula for the horizontal reaction coefficient based on the assumption of a constant coefficient of horizontal reaction of foundation was proposed.
- rock-socketed pile /
- horizontal bearing capacity /
- constant coefficient method for horizontal reaction of foundation

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参考文献(15)

[1]	赵明华, 冯明伟, 刘猛, 等. 大直径软岩嵌岩桩嵌岩深度计算模型[J]. 水利水电科技进展, 2015, 35(1): 73-77.
[2]	雷勇, 刘泽. 基于H-B准则的公路桥梁桩基嵌岩深度计算[J]. 岩土力学, 2015, 36(2): 457-462.
[3]	LIANG R, YANG K, NUSAIRAT J. P-y criterion for rock mass[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135(1):26-36.
[4]	SHATNAWI E S. Development of p-y criterion for anisotropic rock and cohesive intermediate geomaterials[D]. Akron: University of Akron, 2008.
[5]	CHEN J J, ZENG F Y, WANG J H, et al. Analysis of laterally loaded rock-socketed shafts considering the nonlinear behavior of both the soil/rock mass and the shaft[J/OL]. Journal of Geotechnical and Geoenvironmental Engineering, 2017, 143(3) [2022-09-19]. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001610.
[6]	中华人民共和国交通运输部.公路桥涵地基与基础设计规范:JTG 3363—2019[S]. 北京: 人民交通出版社, 2019.
[7]	ASHOUR M, HELAL A. Contribution of vertical skin friction to the lateral resistance of large-diameter shafts[J]. Journal of Bridge Engineering, 2013, 19(2): 289-302.
[8]	MCVAY M C, NIRAULA L. Development of p-y curves for large diameter piles/drilled shafts in limestone for FBPIER[R]. Florida: Civil and Coastal Engineering Department, University of Florida, 2004.
[9]	O’NEILL M W, HASSAN K H. Drilled shafts: effects of construction on performance and design criteria[C]//Proceedings of the International Conference on Design and Construction of Deep Foundations. Washington: Federal Highway Administration, 1994: 137-187.
[10]	竺明星, 戴国亮, 龚维明, 等. 水平荷载下桩身侧阻抗力矩的作用机制与计算模型研究[J]. 岩土力学, 2019, 40(7):130-144 , 199.
[11]	YANG K. Analysis of laterally loaded drilled shafts in rock[D]. Akron: University of Akron, 2006.
[12]	BIENIAWSKI Z T. Engineering rock mass classifications: a complete manual for engineers and geologists in mining, civil, and petroleum engineering[M]. New York: Wiley, 1989.
[13]	HOEK E, CARRANZA-TORRES C T, CORKUM B. Hoek-Brown failure criterion: 2002 edition[C]// Hammah R, Bawden W, Curran J, et al. Mining and Tunnelling Innovation and Opportunity:Proceedings of the 5th North American Rock Mechanics Symposium and 17th Tunnelling Association of Canada Conference. 2002: 267-273.
[14]	HOEK E, BROWN E T. The Hoek-Brown failure criterion and GSI-2018 Edition[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2019, 11(3): 445-463.
[15]	孙书伟,林杭,任连伟. FLAC3D在岩土工程中的应用[M]. 北京:中国水利水电出版社,2011.