Preliminary study on uniqueness of stress-strain envelope curves of sand

SHAO Longtan; GAO Rui; XIA Pingxin; GUO Xiaoxia; SUN Yanpu

doi:10.11779/CJGE20230404

Volume 47 Issue 2

Turn off MathJax

Article Contents

Abstract

References

Supplements

Chinese Journal of Geotechnical Engineering > 2025 > 47(2): 265-274. > DOI: 10.11779/CJGE20230404

SHAO Longtan, GAO Rui, XIA Pingxin, GUO Xiaoxia, SUN Yanpu. Preliminary study on uniqueness of stress-strain envelope curves of sand[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(2): 265-274. DOI: 10.11779/CJGE20230404

Citation:

PDF (4991 KB)

Preliminary study on uniqueness of stress-strain envelope curves of sand

SHAO Longtan^{1, 2,},
GAO Rui^{1, 2},
XIA Pingxin^3, ,,
GUO Xiaoxia^{1, 2},
SUN Yanpu^{1, 2}

1.
State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116024, China
2.
Department of Engineering Mechanics, Dalian University of Technology, Dalian 116024, China
3.
Department of Civil Engineering, Changzhou University, Changzhou 213164, China

More Information

Received Date: May 07, 2023
Available Online: July 30, 2024

Graphical Abstract

Abstract

Abstract

The uniqueness of the stress-strain envelope curves of sand under cyclic unloading is of great importance in understanding the inherent properties of the sand. A series of monotonic triaxial compress tests and cyclic triaxial tests, considering constant amplitude, step stress amplitude as well as random stress amplitude, are conducted on the silica powder and Fujian standard sand to explore the consistency between the stress-strain envelope curves and monotonic curve by employing the full-surface digital image measurement system. The results show that the monotonic stress-strain curves of the soil samples with the same density and confining pressure are approximately consistent with the stress-strain envelope curves that undergo different cyclic stress processes, and the uniqueness of the stress-strain envelope curves of the sand is proposed. The influences of the cyclic stress history and stress level on the regression velocity of the curves and the application of the uniqueness of the stress-strain envelope curves in the establishment of the axial strain accumulation model are discussed.
- stress-strain envelope curve,
- cyclic loading,
- sand,
- axial cumulative strain

FullText(HTML)

References (30)

References

[1]	邵龙潭, 洪帅, 郑卫锋. 循环孔隙水压力作用下饱和砂土变形的试验研究[J]. 岩土工程学报, 2006, 28(4): 428-431. doi: 10.3321/j.issn:1000-4548.2006.04.002 SHAO Longtan, HONG Shuai, ZHENG Weifeng. Experimental study on deformation of saturated sand under cyclic pore water pressure[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(4): 428-431. (in Chinese) doi: 10.3321/j.issn:1000-4548.2006.04.002
[2]	李雪, 王滢, 高盟, 等. 地震荷载作用下南海非饱和钙质砂动力特性研究[J]. 岩土力学, 2023, 44(3): 821-833. LI Xue, WANG Ying, GAO Meng, et al. Dynamic characteristics of unsaturated calcareous sand in South China Sea under seismic load[J]. Rock and Soil Mechanics, 2023, 44(3): 821-833. (in Chinese)
[3]	周波, 雍旺雷. 地震荷载下液化土地区路基动力特性分析[J]. 土工基础, 2017, 31(1): 96-99. ZHOU Bo, YONG Wanglei. Seismic characteristics of subgrade liquefiable soils under earthquakes conditions[J]. Soil Engineering and Foundation, 2017, 31(1): 96-99. (in Chinese)
[4]	张峰, 陈国兴, 吴琪, 等. 波浪荷载下饱和粉土不排水动力特性试验研究[J]. 岩土力学, 2019, 40(7): 2695-2702. ZHANG Feng, CHEN Guoxing, WU Qi, et al. Experimental study on undrained behavior of saturated silt subject to wave loading[J]. Rock and Soil Mechanics, 2019, 40(7): 2695-2702. (in Chinese)
[5]	熊焕, 郭林, 蔡袁强. 交通荷载应力路径下砂土地基变形特性研究[J]. 岩土工程学报, 2016, 38(4): 662-669. doi: 10.11779/CJGE201604010 XIONG Huan, GUO Lin, CAI Yuanqiang. Deformation behaviors of sandy subgrade soil under traffic load-induced stress path[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(4): 662-669. (in Chinese) doi: 10.11779/CJGE201604010
[6]	叶斌, 叶为民, 冯守中, 等. 交通循环荷载作用下粉土路基的动态响应[J]. 同济大学学报(自然科学版), 2012, 40(8): 1135-1141. doi: 10.3969/j.issn.0253-374x.2012.08.003 YE Bin, YE Weimin, FENG Shouzhong, et al. Dynamic analysis of silt subgrade under traffic loads[J]. Journal of Tongji University (Natural Science), 2012, 40(8): 1135-1141. (in Chinese) doi: 10.3969/j.issn.0253-374x.2012.08.003
[7]	潘坤. 复杂静动力加载条件下各向异性砂土试验研究与本构模拟[D]. 杭州: 浙江大学, 2018. PAN Kun. Experimental Investigation and Constitutive Modeling of Anisotropic Sand under Complex Static and Cyclic Loading Conditions[D]. Hangzhou: Zhejiang University, 2018. (in Chinese)
[8]	浦少云, 饶军应, 杨凯强, 等. 循环荷载下土体变形特性研究[J]. 岩土力学, 2017, 38(11): 3261-3270. PU Shaoyun, RAO Junying, YANG Kaiqiang, et al. Deformation characteristics of soil under cyclic loading[J]. Rock and Soil Mechanics, 2017, 38(11): 3261-3270. (in Chinese)
[9]	KARG C, HAEGEMAN W. Elasto-plastic long-term behavior of granular soils: experimental investigation[J]. Soil Dynamics and Earthquake Engineering, 2009, 29(1): 155-172. doi: 10.1016/j.soildyn.2008.01.001
[10]	钟辉虹, 黄茂松, 吴世明, 等. 循环荷载作用下软黏土变形特性研究[J]. 岩土工程学报, 2002, 24(5): 629-632. doi: 10.3321/j.issn:1000-4548.2002.05.021 ZHONG Huihong, HUANG Maosong, WU Shiming, et al. On the deformation of soft clay subjected to cyclic loading[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(5): 629-632. (in Chinese) doi: 10.3321/j.issn:1000-4548.2002.05.021
[11]	周文权, 冷伍明, 聂如松, 等. 重载铁路粗粒土填料累积变形预测模型与应用[J]. 铁道学报, 2019, 41(11): 100-107. doi: 10.3969/j.issn.1001-8360.2019.11.014 ZHOU Wenquan, LENG Wuming, NIE Rusong, et al. Prediction model of accumulative deformation of coarse-grained soil filling in heavy-haul railway and its application[J]. Journal of the China Railway Society, 2019, 41(11): 100-107. (in Chinese) doi: 10.3969/j.issn.1001-8360.2019.11.014
[12]	ROESLER J R, POPOVICS J S, RANCHERO J L, et al. Longitudinal cracking distress on continuously reinforced concrete pavements in Illinois[J]. Journal of Performance of Constructed Facilities, 2005, 19(4): 331-338. doi: 10.1061/(ASCE)0887-3828(2005)19:4(331)
[13]	何绍衡, 刘志军, 夏唐代, 等. 长期循环荷载下珊瑚砂累积变形特性试验研究[J]. 岩土工程学报, 2019, 41(增刊2): 161-164. doi: 10.11779/CJGE2019S2041 HE Shaoheng, LIU Zhijun, XIA Tangdai, et al. Experimental study on cumulative deformation characteristics of coral sand under long-term cyclic loading[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 161-164. (in Chinese) doi: 10.11779/CJGE2019S2041
[14]	穆锐, 黄质宏, 浦少云, 等. 循环荷载下原状红黏土的累积变形特征及动本构关系研究[J]. 岩土力学, 2020(增刊2): 1-10. MU Rui, HUANG Zhihong, PU Shaoyun, et al. Accumulated deformation characteristics of undisturbed red clay under cyclic loading and dynamic constitutive relationship[J]. Rock and Soil Mechanics, 2020(S2): 1-10. (in Chinese)
[15]	DONG K, CONNOLLY D P, LAGHROUCHE O, et al. The stiffening of soft soils on railway lines[J]. Transportation Geotechnics, 2018, 17: 179-191. http://www.xueshufan.com/publication/2891320736
[16]	PUPPALA A J, SARIDE S, CHOMTID S. Experimental and modeling studies of permanent strains of subgrade soils[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135(10): 1379-1389. doi: 10.1061/(ASCE)GT.1943-5606.0000163
[17]	王学营, 岳夏冰, 惠冰. 轴向循环加载卸载条件下饱和软土变形特性试验研究[J]. 水资源与水工程学报, 2019, 30(5): 230-235. WANG Xueying, YUE Xia bing, HUI Bing. Study of deformation of saturated soft soil under axial cyclic loading and unloading[J]. Journal of Water Resources and Water Engineering, 2019, 30(5): 230-235. (in Chinese)
[18]	NGUYEN N S, FRANCOIS S, DEGRANDE G. Discrete modeling of strain accumulation in granular soils under low amplitude cyclic loading[J]. Computers and Geotechnics, 2014, 62: 232-243. doi: 10.1016/j.compgeo.2014.07.015
[19]	NIEMUNIS A, WICHTMANN T, TRIANTAFYLLIDIS T. A high-cycle accumulation model for sand[J]. Computers and Geotechnics, 2005, 32(4): 245-63. doi: 10.1016/j.compgeo.2005.03.002
[20]	李建民, 滕延京. 土样回弹及再压缩变形特征的试验研究[J]. 工程勘察, 2010, 38(12): 9-14. LI Jianmin, TENG Yanjing. Experimental study on the characteristics of the rebound and the recompression deformation of soil under unloading[J]. Geotechnical Investigation and Surveying, 2010, 38(12): 9-14. (in Chinese)
[21]	李建民, 滕延京. 土体再压缩变形规律的试验研究[J]. 岩土力学, 2011, 32(增刊2): 463-468. LI Jianmin, TENG Yanjing. Test study of law of recompression deformation of soil[J]. Rock and Soil Mechanics, 2011, 32(S2): 463-468. (in Chinese)
[22]	WICHTMANN T, TRIANTAFYLLIDIS T. An experimental database for the development, calibration and verification of constitutive models for sand with focus to cyclic loading: part Ⅱ—tests with strain cycles and combined loading[J]. Acta Geotechnica, 2016, 11(4): 763-774. doi: 10.1007/s11440-015-0412-x
[23]	TAHERI A, TATSUOKA F. Stress–strain relations of cement-mixed gravelly soil from multiple-step triaxial compression test result[J]. Soils and Foundations, 2012, 52(4): 748-766. doi: 10.1016/j.sandf.2012.07.014
[24]	TAHERI A, TATSUOKA F. Small- and large-strain behaviour of a cement-treated soil during various loading histories and testing conditions[J]. Acta Geotechnica, 2015, 10(1): 131-155. doi: 10.1007/s11440-014-0339-7
[25]	XIA P X, ZENG C, SHAO L T. et al. Axial strain accumulation projection model for sand in cyclic loading[J]. Soil Dynamics and Earthquake Engineering, 2021, 147: 106819. doi: 10.1016/j.soildyn.2021.106819
[26]	XIA P X, SHAO L T, DENG W, et al. Role of elastic upper limit in shakedown study for granular soils [J]. Transportation Geotechnics, 2022, 34: 100746. doi: 10.1016/j.trgeo.2022.100746
[27]	邵龙潭, 郭晓霞, 刘港, 等. 数字图像测量技术在土工三轴试验中的应用[J]. 岩土力学, 2015, 36(增刊1): 669-684. SHAO Longtan, GUO Xiaoxia, LIU Gang, et al. Application of digital image processing technique to measuring specimen deformation in triaxial test[J]. Rock and Soil Mechanics, 2015, 36(S1): 669-684. (in Chinese)
[28]	刘潇. 三轴试验土样全表面变形测量方法及其应用[D]. 大连: 大连理工大学, 2012. LIU Xiao. Method of Whole Surface Deformation Measurement for Soil Specimen in Triaxial Tests and Its Application[D]. Dalian: Dalian University of Technology, 2012. (in Chinese)
[29]	田筱剑. 未破坏状态砂土的应力应变性质研究[D]. 大连: 大连理工大学, 2021. TIAN Xiaojian. Study on Stress-Strain Properties of Sand in Prior-Failure State[D]. Dalian: Dalian University of Technology, 2021. (in Chinese)
[30]	WICHTMANN T, NIEMUNIS A, TRIANTAFYLLIDIS T. Strain accumulation in sand due to cyclic loading: drained triaxial tests[J]. Soil Dynamics and Earthquake Engineering, 2005, 25(12): 967-979. doi: 10.1016/j.soildyn.2005.02.022

Supplements (1)

Supplements
Other Related Supplements
- PDF format
  05-202502-G23-0404⼀⽂审稿意见与作者答复 Download(1348KB)

Cited By

Cited by

Periodical cited type(22)

1.	石延杰，王健，陈青山，张浦阳，任建宇. 海上风电倾斜螺旋群桩基础适用性分析. 港口航道与近海工程. 2024(01): 44-49 .
2.	韦芳芳，包淑珉，邵盛，王永泉，孔纲强. 砂土中螺旋桩在斜拉荷载作用下的承载性能. 河海大学学报(自然科学版). 2024(02): 77-83 .
3.	杨伟华，胡雪扬，张浦阳，甘毅，陈青山. 砂土中海上倾斜螺旋群桩基础承载特性研究. 南方能源建设. 2024(02): 82-92 .
4.	胡伟，李砥柱，林志，冯世进，黄勇祥. 双锚片螺旋锚倾斜拉拔承载特性与承载力计算方法研究. 岩土力学. 2024(06): 1661-1674+1685 .
5.	李建彪，邬叶飞，马思伟，孙昌利，邵康. 土体侧移作用下螺旋钢桩被动承载机理分析. 路基工程. 2024(05): 32-38 .
6.	邬叶飞，高平，高丽峰，王华志，邵康. 砂土地层中多叶片螺旋钢桩压缩承载特性研究. 路基工程. 2024(05): 64-70 .
7.	李幸周，杨振国，黄炎，余东起. 螺旋锚单锚基础在500 kV输电线路中的应用探析. 电力勘测设计. 2024(S2): 14-21 .
8.	刘利民，王治伟，高明德，叶永明，阎石，张曰果. 水平单调加载下新型组合式螺旋锚复合地基基本力学性能. 地震工程与工程振动. 2023(02): 239-246 .
9.	胡伟，王辉，姚琛，郝冬雪，史旦达. 砂土中水平矩形锚板竖向拉拔承载全域内三维统一力学模型与承载力计算方法研究. 岩土力学. 2023(06): 1811-1825 .
10.	周为华，高明德，叶永明，杨立. 砂土地基增强套管螺旋锚组合基础试验研究. 建筑结构. 2023(S1): 2578-2582 .
11.	高明德，庾思黎，叶永明，周为华. 大小螺旋锚组合型基础现场试验研究. 工业建筑. 2023(S1): 539-542 .
12.	周震. 锚桩竖向荷载抗拔模型试验研究. 土工基础. 2022(01): 102-105 .
13.	黄勇祥，丁士君，袁小超，翟国光，丁民涛. 青藏高原碎石土地基混凝土承台式螺旋锚基础原位载荷试验及承载机制分析. 建筑结构. 2022(04): 148-152+105 .
14.	王超哲，吴进，王立兴，刘浩，杨紫健，吴文兵. 黏弹性地基中螺旋桩水平动力特性. 中南大学学报(自然科学版). 2022(06): 2279-2289 .
15.	胡伟，杨瑶，刘顺凯，林志，吴秋红，黄勇祥. 光伏支架螺旋桩斜向拉拔承载特性试验研究. 太阳能学报. 2022(12): 50-61 .
16.	马建军，王满，刘家宇，聂梦强，王连华. 基于Winkler地基理论的横向受荷长桩非线性动力响应模型试验. 振动与冲击. 2021(01): 39-44+67 .
17.	韦芳芳，华子伟，邵盛，于玮伟，朱俞. 砂土中倾斜螺旋桩水平承载性能有限元分析. 河北工程大学学报(自然科学版). 2021(01): 13-19 .
18.	韦芳芳，邵盛，陈道申，徐庆鹏，邹本为，孔纲强. 黏土中倾斜螺旋桩的水平承载性能数值模拟及理论研究. 东南大学学报(自然科学版). 2021(03): 463-472 .
19.	刘志鹏，孔纲强，文磊，王志华，秦红玉. 砂土地基中倾斜螺旋桩群桩上拔与水平承载特性模型试验. 岩土力学. 2021(07): 1944-1950 .
20.	崔建国，田野，刘君巍，侯绪研，崔江磊，杨飞，王晶，关祥毅. 月壤临界尺度颗粒运移特性对钻采阻力影响研究. 岩土工程学报. 2021(09): 1715-1723 . 本站查看
21.	林志，胡伟，赵璞，陈秋南，贺建清，陈洁，史旦达. 砂土中平板圆锚倾斜拉拔承载特性模型试验研究. 岩土力学. 2021(11): 3059-3068+3168 .
22.	吴立晴，邵国栋，盛寒柯，王文明. 螺旋锚在软黏土中上拔承载力计算与数值模拟分析. 低温建筑技术. 2021(10): 120-124 .

Other cited types(15)

Get Citation

PDF

XML

Article views PDF downloads Cited by(37)

Preliminary study on uniqueness of stress-strain envelope curves of sand

Abstract

References

Supplements

Other Related Supplements

PDF format

Cited by

Periodical cited type(22)

Other cited types(15)

Catalog

Related

Export File

Citation

Format

Content