考虑淤堵效应的多元排水体复合地基固结解析解

doi:10.3724/1000-6915.jrme.2024.0597

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Abstract The composite foundation with multiple drains can be combined with different drainage bodies to accelerate the consolidation of foundation，and the multiple drains will clog inevitably during consolidation. However，there is no analytical consolidation theory of composite foundation with multiple drains that can consider the clogging effect. Based on this，the mathematical model with an exponentially decaying well resistance over time and four layout forms are introduced to establish the consolidation model of composite foundation with multiple drains combining stone columns with prefabricated vertical drains(PVDs). Considering the radial two-way seepage to stone columns and PVDs in the foundation soil and smear effect，based on the assumption of equal strain，the consolidation analytical solutions of composite foundation with multiple drains considering stone columns clogging and PVDs clogging are given respectively，using mathematical and physical methods such as the method of separated variables and the orthogonality of Fourier functions. The rationality and practicability of the solutions are verified by theoretical degradation and case comparison. The consolidation behavior is analyzed，and the following conclusions manifest：Considering the clogging effect will slow down the consolidation rate of the composite foundation，especially the clogging effect of the stone columns. If the final drainage capacity is reduced or the exponential attenuation factor of permeability coefficient is increased，the consolidation rate will slow down. The final drainage capacity has a great influence on the later stage of consolidation，with minimal influence on the early stages，while the influence of exponential attenuation factor on the whole stage of consolidation is relatively balanced. When the initial permeability coefficient of stone columns is low，the clogging effect exhibits a greater influence on consolidation，whereas when the initial permeability coefficient of PVDs is large，the clogging effect has a greater impact. Considering the clogging effect，the dissipation of soil pore pressure slows，and the influence of stone columns clogging on soil pore pressure is stronger than that of PVDs.

Key words： foundations composite foundation consolidation clogging effect stone column prefabricated vertical drains(PVDs)

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	XU Baolong1
	2
	LU Mengmeng1

Cite this article:

XU Baolong1,2,LU Mengmeng1. Analytical solutions for consolidation of composite foundation with multiple drains considering clogging effect[J]. , 2025, 44(4): 1053-1064.

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https://rockmech.whrsm.ac.cn/EN/10.3724/1000-6915.jrme.2024.0597 OR https://rockmech.whrsm.ac.cn/EN/Y2025/V44/I4/1053

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[16]	马昊暄，李传勋，陆向综，等. 考虑变井阻的碎石桩复合地基非线性固结分析[J]. 岩石力学与工程学报，2024，43(4)：1 013- 1 025.(MA Haoxuan，LI Chuanxun，LU Xiangzong，et al. A numerical solution for nonlinear consolidation of stone column composite foundation considering variable well resistance[J]. Chinese Journal of Rock Mechanics and Engineering，2024，43(4)：1 013-1 025.(in Chinese))
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[20]	ORLEACH P. Techniques to evaluate the field performance of vertical drains[M. S. Thesis][D]. Cambridge：Massachusetts Institute of Technology，1983.
[21]	卢萌盟，谢康和，王坤，等. 考虑桩体内径向渗流的复合地基固结解[J]. 固体力学学报，2009，30(2)：155-161.(LU Mengmeng，XIE Kanghe，WANG Kun，et al. Analytical solutions for the consolidation of a compound foundation with consideration on the radial flow within the column[J]. Chinese Journal of Solid Mechanics，2009，30(2)：155-161.(in Chinese))
[22]	TAN S A，TJAHYONO S，OO K K. Simplified plane-strain modeling of stone-column reinforced ground[J]. Journal of Geotechnical and Geoenvironmental Engineering，2008，134(2)：185-194.
[23]	陆向综，李传勋. 径竖向渗流下竖井-碎石桩复合地基固结解[J]. 工程力学，2025，待刊.(LU Xiangzong，LI Chuanxun. Consolidation solution for composite foundation with vertical drains-stone columns considering radial and vertical flow in soft soils[J]. Engineering Mechanics，2025，to be pressed.(in Chinese))
[24]	白垚，卢萌盟，杨康，等. 考虑变井阻的多元复合地基固结理论研究[J]. 工程力学，2024，41(6)：44-54.(BAI Yao，LU Mengmeng，YANG Kang，et al. Study on the consolidation behaviors of multi-reinforcement composite foundation considering time-dependent well resistance[J]. Engineering Mechanics，2024，41(6)：44-54.(in Chinese))
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