| 土木工程、交通工程 |
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| 不同含水率下黄土活动门上方土压力计算方法 |
李尧1( ),陈星历1,李林1,董星2,杜旭超1,孟浩然1,张昊宇1 |
1. 长安大学 公路学院，陕西 西安 710064
2. 大连理工大学 建设工程学院，辽宁 大连 116024 |
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| Calculation method for soil pressure of loess above trapdoor under different water mass fraction |
| Yao LI1(),Xingli CHEN1,Lin LI1,Xing DONG2,Xuchao DU1,Haoran MENG1,Haoyu ZHANG1 |
1. School of Highway, Chang’an University, Xi’an 710064, China
2. School of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China |
引用本文:
李尧,陈星历,李林,董星,杜旭超,孟浩然,张昊宇. 不同含水率下黄土活动门上方土压力计算方法[J]. 浙江大学学报(工学版), 2026, 60(12): 2745-2754.
Yao LI,Xingli CHEN,Lin LI,Xing DONG,Xuchao DU,Haoran MENG,Haoyu ZHANG. Calculation method for soil pressure of loess above trapdoor under different water mass fraction. Journal of ZheJiang University (Engineering Science), 2026, 60(12): 2745-2754.
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https://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2026.12.020
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https://www.zjujournals.com/eng/CN/Y2026/V60/I12/2745
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| 1 |
李玉波, 贺豪楠, 朱才辉 不同水质量分数状态黄土隧道修正围岩压力算法[J]. 现代隧道技术, 2020, 57 (S1): 306- 315
Li Yubo, He Haonan, Zhu Caihui Modified calculation method for surrounding rock pressure of loess tunnel under different water contents[J]. Modern Tunnelling Technology, 2020, 57 (S1): 306- 315
|
| 2 |
赵勇, 李国良, 喻渝. 黄土隧道工程 [M]. 北京: 中国铁道出版社, 2011: 98–103.
|
| 3 |
范家玮, 张玉芳, 李健, 等 郑州黄土状粉质黏土力学特性研究[J]. 中国铁道科学, 2025, 46 (1): 15- 26
Fan Jiawei, Zhang Yufang, Li Jian, et al Study on mechanical properties of loess silty clay in Zhengzhou[J]. China Railway Science, 2025, 46 (1): 15- 26
|
| 4 |
韩向城,尹鹏海,刘廷银,等.制样含水率与压实度对压实黄土单轴抗拉强度的影响及机理研究[J/OL].工程地质学报, 2025-08-26. https://doi.org/10.13544/j.cnki.jeg.2024-0570.
Han Xiangcheng, Yin Penghai, Liu Tingyin, et al. Influence and mechanism of molding water content and compaction degree on the uniaxial tensile strength of compacted loess [J/OL]. Journal of Engineering Geology, 2025-08-26. https://doi.org/10.13544/j.cnki.jeg.2024-0570.
|
| 5 |
郏书胜. 基于冻融作用的非饱和黄土-结构界面力学行为及其工程应用[D]. 兰州: 兰州理工大学, 2018: 7-16.
Jia Shusheng. Mechanical behavior and engineering application of unsaturated loess- structure interface based on freeze-thaw action [D]. Lanzhou: Lanzhou University of Technology, 2018: 7-16.
|
| 6 |
JTG/T 3372—2024 公路黄土隧道设计与施工技术规范[S].
|
| 7 |
李尧, 董星, 陈厚先, 等 活动门试验中土体变形及破坏规律[J]. 山东大学学报(工学版), 2023, 53 (5): 92- 102
Li Yao, Dong Xing, Chen Houxian, et al The soil deformation and failure features in trapdoor tests[J]. Journal of Shandong University (Engineering Science), 2023, 53 (5): 92- 102
|
| 8 |
Terzaghi K. Theoretical soil mechanics [M]. New York: Wiley, 1943: 37-42.
|
| 9 |
Chen Q, Liang L, Xu C, et al Three-dimensional theoretical model for soil arching with inclined slip surfaces[J]. Applied Sciences, 2022, 12 (9): 4716
|
| 10 |
Son M Three-dimensional expansion of the Terzaghi arching formula considering inclined sliding surfaces and examination of its effects[J]. International Journal of Geomechanics, 2017, 17 (7): 06016043
|
| 11 |
雷华阳, 刘旭, 加瑞, 等 考虑土拱渐进发展的松动土压力研究[J]. 岩土工程学报, 2021, 43 (8): 1434- 1442
Lei Huayang, Liu Xu, Jia Rui, et al Loosening earth pressure considering progressive development of soil arching[J]. Chinese Journal of Geotechnical Engineering, 2021, 43 (8): 1434- 1442
|
| 12 |
Chen R P, Lin X T, Wu H N An analytical model to predict the limit support pressure on a deep shield tunnel face[J]. Computers and Geotechnics, 2019, 115: 103174
|
| 13 |
Lin X T, Chen R P, Wu H N, et al Calculation of earth pressure distribution on the deep circular tunnel considering stress-transfer mechanisms in different zones[J]. Tunnelling and Underground Space Technology, 2022, 119: 104211
|
| 14 |
崔蓬勃, 朱永全, 刘勇, 等 非饱和砂土隧道土拱效应模型试验及颗粒流数值模拟研究[J]. 岩土力学, 2021, 42 (12): 3451- 3466
Cui Pengbo, Zhu Yongquan, Liu Yong, et al Model test and particle flow numerical simulation of soil arch effect for unsaturated sandy soil tunnel[J]. Rock and Soil Mechanics, 2021, 42 (12): 3451- 3466
|
| 15 |
Li Y, Du X, Dong X, et al An experimental investigation on the arching effect of cohesive materials in trapdoor tests[J]. Transportation Geotechnics, 2025, 50: 101453
|
| 16 |
Wang T, Nguyen V D, Bui P D, et al Three-dimensional physical modeling of load transfer in basal reinforced embankments under differential settlement[J]. Geotextiles and Geomembranes, 2023, 51 (2): 330- 341
|
| 17 |
曾辉, 余尚江 岩土应力传感器设计和使用原则[J]. 岩土工程学报, 1994, 16 (1): 93- 98
Zeng Hui, Yu Shangjiang Design and application principles of geotechnical stress sensor[J]. Chinese Journal of Geotechnical Engineering, 1994, 16 (1): 93- 98
|
| 18 |
Adachi T, Kimura M, Kishida K Experimental study on the distribution of earth pressure and surface settlement through three-dimensional trapdoor tests[J]. Tunnelling and Underground Space Technology, 2003, 18 (2/3): 171- 183
|
| 19 |
徐超, 张兴亚, 韩杰, 等 加载条件对土拱效应影响的Trapdoor模型试验研究[J]. 岩土工程学报, 2019, 41 (4): 726- 732
Xu Chao, Zhang Xingya, Han Jie, et al Trapdoor model tests on impact of loading conditions on soil arching effect[J]. Chinese Journal of Geotechnical Engineering, 2019, 41 (4): 726- 732
|
| 20 |
崔兵兵. 不同位移模式下土拱效应及土压力分布规律研究 [D]. 济南: 山东大学, 2018: 11-45.
Cui Bingbing. Soil arching effect and distribution of earth pressure under different displacement modes [D]. Jinan: Shandong University, 2018: 11-45.
|
| 21 |
Chevalier B, Combe G, Villard P Experimental and discrete element modeling studies of the trapdoor problem: influence of the macro-mechanical frictional parameters[J]. Acta Geotechnica, 2012, 7 (1): 15- 39
|
| 22 |
Liu Q W, Wang H L, Chen R P, et al Effect of relative density of 2D granular materials on the arching effect through numerical trapdoor tests[J]. Computers and Geotechnics, 2022, 141: 104553
|
| 23 |
Wang S R, Li C L, Wang Y G, et al Evolution characteristics analysis of pressure-arch in a double-arch tunnel[J]. Tehnicki Vjesnik-Technical Gazette, 2016, 23 (1): 181- 189
|
| 24 |
Yang J H, Wang S R, Wang Y G, et al Analysis of arching mechanism and evolution characteristics of tunnel pressure arch[J]. Jordan Journal of Civil Engineering, 2015, 9 (1): 125- 132
|
| 25 |
孙书伟, 马惠民, 张忠平 顺层高边坡开挖松动区研究[J]. 岩土力学, 2008, 29 (6): 1665- 1668
Sun Shuwei, Ma Huimin, Zhang Zhongping Study on disturbed zone of cutting bedding high rock slope[J]. Rock and Soil Mechanics, 2008, 29 (6): 1665- 1668
|
| 26 |
王建宇 对形变压力的认识: 隧道围岩挤压性变形问题探讨[J]. 现代隧道技术, 2020, 57 (4): 1- 11
Wang Jianyu The key way is to release the genuine rock pressure: discussion on problems of tunnelling in squeezing ground[J]. Modern Tunnelling Technology, 2020, 57 (4): 1- 11
|
| 27 |
Li Y, Dong X, Du X, et al Investigation on tunnelling-induced soil pressure changes, a modified trapdoor test study[J]. Tunnelling and Underground Space Technology, 2024, 148: 105770
|
| 28 |
George T I, Dasaka S M Mechanics of arch action in soil arching[J]. Acta Geotechnica, 2023, 18 (4): 1991- 2009
|
| 29 |
侯伟名. 昔格达地层隧道围岩压力拱效应研究 [D]. 成都: 西南交通大学, 2020: 17-36.
Hou Weiming. Study on pressure arch effect of surrounding rock In Xigeda stratum tunnel [D]. Chengdu: Southwest Jiaotong University, 2020: 17-36.
|
| 30 |
孔令刚, 姚宏波, 詹良通, 等 水质量分数对非饱和土质覆盖层塌陷模式的影响[J]. 浙江大学学报(工学版), 2017, 51 (5): 847- 855
Kong Linggang, Yao Hongbo, Zhan Liangtong, et al Effect of water content on failure modes of evapotranspiration landfill cover[J]. Journal of Zhejiang University (Engineering Science), 2017, 51 (5): 847- 855
|
| 31 |
Lin X T, Chen R P, Wu H N, et al A composite function model for predicting the ground reaction curve on a trapdoor[J]. Computers and Geotechnics, 2022, 141: 104496
|
| 32 |
Iglesia G R, Einstein H H, Whitman R V Investigation of soil arching with centrifuge tests[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2014, 140 (2): 04013005
|
| 33 |
周喻, 吴顺川, 焦建津, 等 基于BP神经网络的岩土体细观力学参数研究[J]. 岩土力学, 2011, 32 (12): 3821- 3826
Zhou Yu, Wu Shunchuan, Jiao Jianjin, et al Research on mesomechanical parameters of rock and soil mass based on BP neural network[J]. Rock and Soil Mechanics, 2011, 32 (12): 3821- 3826
|
| 34 |
梅源, 史文艳, 周东波, 等 上软下硬地层大直径盾构施工Peck沉降公式修正[J]. 地下空间与工程学报, 2024, 20 (6): 1798- 1805
Mei Yuan, Shi Wenyan, Zhou Dongbo, et al Correction of peck settlement formula for large diameter shield construction in upper soft and lower hard strata[J]. Chinese Journal of Underground Space and Engineering, 2024, 20 (6): 1798- 1805
|
| 35 |
魏纲 盾构隧道施工引起的土体损失率取值及分布研究[J]. 岩土工程学报, 2010, 32 (9): 1354- 1361
Wei Gang Selection and distribution of ground loss ratio induced by shield tunnel construction[J]. Chinese Journal of Geotechnical Engineering, 2010, 32 (9): 1354- 1361
|
| 36 |
李世豪, 宋战平 地铁隧道施工地表沉降槽宽度系数取值研究[J]. 公路, 2018, 63 (5): 302- 308
Li Shihao, Song Zhanping Research on the calculation of the settlement width through influenced by shield tunneling[J]. Highway, 2018, 63 (5): 302- 308
|
| 37 |
张玉, 何晖, 赵敏, 等 平面应变条件下原状黄土侧向卸载变形与强度特性分析[J]. 岩土力学, 2017, 38 (5): 1233- 1242
Zhang Yu, He Hui, Zhao Min, et al Analysis of lateral unloading deformation and strength characteristics of intact loess under plain strain condition[J]. Rock and Soil Mechanics, 2017, 38 (5): 1233- 1242
|
| 38 |
王将, 袁大军, 金大龙, 等 基于非线型滑动面假设的盾构隧道松动土压力计算模型研究[J]. 铁道学报, 2021, 43 (6): 165- 172
Wang Jiang, Yuan Dajun, Jin Dalong, et al Research on calculation model for loosening earth pressure of shield tunnel based on assumption of nonlinear sliding surface[J]. Journal of the China Railway Society, 2021, 43 (6): 165- 172
|
| 39 |
徐越. 洛川隧道边墙锚杆力学特性及作用机制研究[D]. 西安: 长安大学, 2025: 22-39.
Xu Yue. Study on the mechanical characteristics and mechanism of anchor bolts in the sidewalls of Luochuan tunnel [D]. Xi'an: Chang'an University, 2025: 22-39.
|
| 40 |
李炎峰. 降雨入渗下考虑施工裂缝影响的浅埋黄土隧道结构稳定性研究[D]. 西安: 长安大学, 2025: 38-63.
Li Yanfeng. Study on the structural stability of shallow buried loess tunnel considering the influence of construction cracks under the condition of rainfall infiltration [D]. Xi'an: Chang'an University, 2025: 38-63.
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