Experimental study on quasi-one-dimensional strain compression of calcareous sand

WEN Zhu; QIU Yanyu; ZI Min; ZHAO Zhangyong; WANG Mingyang

doi:10.11883/bzycj-2018-0015

Volume 39 Issue 3

Mar. 2019

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > Explosion And Shock Waves > 2019 > 39(3): 033101

ZHOU Wenhai, LIANG Rui, YU Jianping, DU Chaofei, WANG Dunfan, LOU Xiaoming. Dimensionless analysis on peak particle vibration velocity induced by slope casting blast[J]. Explosion And Shock Waves, 2019, 39(5): 054201. doi: 10.11883/bzycj-2017-0373

Citation:

WEN Zhu, QIU Yanyu, ZI Min, ZHAO Zhangyong, WANG Mingyang. Experimental study on quasi-one-dimensional strain compression of calcareous sand[J]. Explosion And Shock Waves, 2019, 39(3): 033101. doi: 10.11883/bzycj-2018-0015

Citation:

PDF( 1225 KB)

Experimental study on quasi-one-dimensional strain compression of calcareous sand

doi: 10.11883/bzycj-2018-0015

WEN Zhu^1
,,
QIU Yanyu^{1, 2},
ZI Min³,
ZHAO Zhangyong^{2
,
,},
WANG Mingyang^{1, 2}

1.
School of Mechanical Engineering, Nanjing University of Science and Technology, Nanjing 210094, Jiangsu, China
2.
State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact, Army Engineering University of PLA, Nanjing 210007, Jiangsu, China
3.
Navy 91058 Force, Sanya 572000, Hainan, China

Received Date: 2018-01-11
Rev Recd Date: 2018-03-22

Available Online: 2019-03-25

Publish Date: 2019-03-01

Abstract

Abstract

The 100 mm split Hopkinson pressure bar was used to study the dynamic mechanical properties of the calcareous sand confined by confinement at strain rates ranging from 500 to 800 s⁻¹ and pressures ranging from 0 to 200 MPa under different pre-pressures. The static mechanical properties of calcareous sand under the same conditions were investigated in the strain rate of 2×10⁻³ s⁻¹ and the pressure range of 0−120 MPa by using HUT106D universal material testing machine. It is found that the pre-pressure value has little effect on the mechanical properties of calcareous sand when the load is more than a certain value; Tait equation of state can describe the relationship between hydrostatic pressure and volume strain of calcareous sand in static state and the dynamic state under high pressure; the volumetric compression process of calcareous sand shows a strain rate effect.
- calcareous sand,
- split Hopkinson pressure bar,
- pre-pressure,
- equation of state,
- strain rate effect

FullText(HTML)

References(27)

References

[1]	刘崇权, 单华刚, 汪稔. 钙质土工程特性及其桩基工程 [J]. 岩石力学与工程学报, 1999(3): 331–335 doi: 10.3321/j.issn:1000-915.1999.03.021 LIU Chongquan, SHAN Huagang, WANG Ren. The geotechnical characters of calcareous soils and the pile foundation engineering [J]. Chinese Journal of Rock Mechanics and Engineering, 1999(3): 331–335 doi: 10.3321/j.issn:1000-915.1999.03.021
[2]	单华刚, 汪稔. 钙质砂中的桩基工程研究进展述评 [J]. 岩土力学, 2000, 21(3): 299–308 doi: 10.3969/j.issn.1000-7598.2000.03.027 SHAN Huagang, WANG Ren. Development of study on pile in calcareous sand [J]. Rock and Soil Mechanics, 2000, 21(3): 299–308 doi: 10.3969/j.issn.1000-7598.2000.03.027
[3]	COOP M R. The mechanics of uncommented carbonate sands [J]. Géotechnique, 1990, 40(40): 607–626. doi: 10.1680/geot.1990.40.4.607
[4]	AIREY D W. Triaxial testing of naturally cemented carbonate soil [J]. Journal of Geotechnical Engineering, 1993, 119(9): 1379–1398. doi: 10.1061/(ASCE)0733-9410(1993)119:9(1379)
[5]	刘崇权, 杨志强, 汪稔. 钙质土力学性质研究现状与进展 [J]. 岩土力学, 1995, 16(4): 74–84 doi: 10.16285/j.rsm.1995.04.010 LIU Chongquan, SHAN Huagang, WANG Ren. The present condition and development in studies of mechanical properties of calcareous [J]. Rock and Soil Mechanics, 1995, 16(4): 74–84 doi: 10.16285/j.rsm.1995.04.010
[6]	张家铭, 汪稔, 张阳明, 等. 土体颗粒破碎研究进展 [J]. 岩土力学, 2003(s2): 661–665 doi: 10.16285/j.rsm.2003.s2.158 ZHANG Jiaming, WANG Ren, ZHANG Yangming, et al. Advance in studies of soil grain crush [J]. Rock and Soil Mechanics, 2003(s2): 661–665 doi: 10.16285/j.rsm.2003.s2.158
[7]	张家铭, 邵晓泉, 王霄龙, 等. 沉桩过程中钙质砂颗粒破碎特性模拟研究 [J]. 岩土力学, 2015, 36(1): 272–278 doi: 10.16285/j.rsm.2015.01.037 ZHANG Jiaming, SHAO Xiaoquan, WANG Xiaolong, et al. Discrete element simulation of crushing behavior of calcareous sands during pile jacking [J]. Rock and Soil Mechanics, 2015, 36(1): 272–278 doi: 10.16285/j.rsm.2015.01.037
[8]	KAGGWA W S, BOOKER J R, CARTER J P. Residual strains in calcareous sand due to irregular cyclic loading [J]. Journal of Geotechnical Engineering, 1991, 117(2): 201–218. doi: 10.1061/(ASCE)0733-9410(1991)117:2(201)
[9]	KNODEL P C, AL-DOURI R H, POULOS H G. Static and cyclic direct shear tests on carbonate sands [J]. Geotechnical Testing Journal, 1992, 15(2). doi: 10.1520/GTJ10236J
[10]	虞海珍, 汪稔, 赵文光, 等. 波浪荷载下钙质砂孔压增长特性的试验研究 [J]. 武汉理工大学学报, 2006, 28(11): 86–89 doi: 10.3321/j.issn:1671-4431.2006.11.026 YU Haizhen, WANG Ren, ZHAO Wenguang, et al. Experimental research on development pattern of pore water pressure of carbonate sand under wave loads [J]. Journal of Wuhan University of Technology, 2006, 28(11): 86–89 doi: 10.3321/j.issn:1671-4431.2006.11.026
[11]	虞海珍. 复杂应力条件下饱和钙质砂动力特性的试验研究[D]. 武汉: 华中科技大学, 2006. DOI: 10.7666/d.d048504.
[12]	刘汉龙, 胡鼎, 肖杨, 等. 钙质砂动力液化特性的试验研究 [J]. 防灾减灾工程学报, 2015(6): 707–711 doi: 10.13409/j.cnki.jdpme.2015.06.001 LIU Hanlong, HU Ding, XIAO Yang, et al. Test study on dynamic liquefaction characteristics of calcareous sand [J]. Journal of Disaster Prevention and Mitigation Engineering, 2015(6): 707–711 doi: 10.13409/j.cnki.jdpme.2015.06.001
[13]	徐学勇, 汪稔, 王新志, 等. 饱和钙质砂爆炸响应动力特性试验研究 [J]. 岩土力学, 2012, 33(10): 402–414 doi: 10.16285/j.rsm.2012.10.005 XU Xueyong, WANG Ren, WANG Xinzhi, et al. Experimental study of dynamic behavior of saturated calcareous sand due to explosion [J]. Rock and Soil Mechanics, 2012, 33(10): 402–414 doi: 10.16285/j.rsm.2012.10.005
[14]	SONG B, CHEN W, LUK V. Impact compressive response of dry sand [J]. Mechanics of Materials, 2009, 41(6): 777–785. doi: 10.1016/j.mechmat.2009.01.003
[15]	BRAGOV A M, LOMUNOV A K, SERGEICHEV I V, et al. Determination of physic mechanical properties of soft soils from medium to high strain rates [J]. International Journal of Impact Engineering, 2008, 35(9): 967–976. doi: 10.1016/j.ijimpeng.2007.07.004
[16]	郑文, 徐松林, 胡时胜. 侧限压缩下干燥砂的动态力学性能 [J]. 爆炸与冲击, 2011, 31(6): 619–623 doi: 10.11883/1001-1455(2011)06-0619-05 ZHENG Wen, XU Songlin, HU Shisheng. Dynamic mechanical properties of dry sand under confined compression [J]. Explosion and Shock Waves, 2011, 31(6): 619–623 doi: 10.11883/1001-1455(2011)06-0619-05
[17]	李英雷, 叶想平, 张祖根, 等. 一种适用于低体模量材料的被动围压SHPB实验设计 [J]. 爆炸与冲击, 2014, 34(6): 667–672 doi: 10.11883/1001-1455(2014)06-0667-06 LI Yinglei, YE Xiangping, ZHANG Zugen, et al. A design of passive confined SHPB experiment for materials with low bulk modulus [J]. Explosion and Shock Waves, 2014, 34(6): 667–672 doi: 10.11883/1001-1455(2014)06-0667-06
[18]	RAVI-CHANDAR K, MA Z. Inelastic Deformation in Polymers under Multi axial Compression [J]. Mechanics of Time-Dependent Materials, 2000, 4(4): 333–357. doi: 10.1023/A:1026570826226
[19]	LUO H, LU H, COOPER W L, et al. Effect of mass density on the compressive behavior of dry sand under confinement at high strain rates [J]. Experimental Mechanics, 2011, 51(9): 1499–1510. doi: 10.1007/s11340-011-9475-2
[20]	FORQUIN P, GARY G, GATUINGT F. A testing technique for concrete under confinement at high rates of strain [J]. International Journal of Impact Engineering, 2008, 35(6): 425–446. doi: 10.1016/j.ijimpeng.2007.04.007
[21]	JACKSON J J G. Uniaxial Strain Testing of Soils for Blast-Oriented Problems [J]. 1968.
[22]	BRAGOV A M, GRUSHEVSKY G M, LOMUNOV A K. Use of the Kolsky Method for Studying Shear Resistance of Soils [J]. 1994, 1: 253−259.
[23]	LYAKHOV G M, LUCHKO I A, PLAKSII V A, et al. Spherical detonation waves in a solid multi component viscoplastic medium [J]. Soviet Applied Mechanics, 1986, 22(5): 490–495. doi: 10.1007/BF00888551
[24]	VOVK A A, LUCHKO I A, LYAKHOV G M, et al. Cylindrical blast waves in soils [J]. Journal of Applied Mechanics & Technical Physics, 1986, 27(4): 571–576. doi: 10.1007/BF00910203
[25]	HENRYCH J, ABRAHAMSON G R. The dynamics of explosion and its use [M]. New York: Elsevier Scientific Publishing Company, 1979: 73−74.
[26]	KRYMSKII A V, LYAKHOV G M. Waves from an underground explosion [J]. Journal of Applied Mechanics & Technical Physics, 1984, 25(3): 361–367. doi: 10.1007/BF00910394
[27]	王礼立, 胡时胜, 杨黎明, 等.材料动力学[M]. 合肥: 中国科学技术大学出版社, 2017: 95−120.

Relative Articles

[1]	ZHOU Xuan, XU Lizhi, REN Wenke, GAO Guangfa. Dynamic tensile mechanical properties and constitutive equation of Kevlar29 yarn[J]. Explosion And Shock Waves, 2024, 44(1): 013101. doi: 10.11883/bzycj-2023-0119
[2]	GUO Ruiqi, LI Jiangnan, MA Linjian, OU Can, XU Xin. Microstructure and dynamic splitting tensile properties of CF/SSF reinforced coral sand cement mortar[J]. Explosion And Shock Waves, 2024, 44(11): 113101. doi: 10.11883/bzycj-2-23-0466
[3]	PAN Yahao, ZONG Zhouhong, QIAN Haimin, HUANG Jie, SHAN Yulin. Experimental study on blast wave propagation in calcareous sand[J]. Explosion And Shock Waves, 2023, 43(5): 053201. doi: 10.11883/bzycj-2022-0117
[4]	LIU Feng, LI Qingming. Stain-rate effects on the dynamic compressive strength of concrete-like materials under multiple stress state[J]. Explosion And Shock Waves, 2022, 42(9): 091408. doi: 10.11883/bzycj-2022-0037
[5]	YUAN Liangzhu, MIAO Chunhe, SHAN Junfang, WANG Pengfei, XU Songlin. On strain-rate and inertia effects of concrete samples under impact[J]. Explosion And Shock Waves, 2022, 42(1): 013101. doi: 10.11883/bzycj-2021-0114
[6]	SHU Qi, DONG Xinlong, YU Xinlu. A dynamic tensile method for M-shaped specimen loaded by Hopkinson pressure bar[J]. Explosion And Shock Waves, 2020, 40(8): 084101. doi: 10.11883/bzycj-2019-0433
[7]	DONG Kai, REN Huiqi, RUAN Wenjun, NING Huijun, GUO Ruiqi, HUANG Kui. Study on strain rate effect of coral sand[J]. Explosion And Shock Waves, 2020, 40(9): 093102. doi: 10.11883/bzycj-2019-0432
[8]	LI Yixiao, WANG Shengjie. Simulation of hypervelocity impact by the material point method coupled with a new equation of state[J]. Explosion And Shock Waves, 2019, 39(10): 104201. doi: 10.11883/bzycj-2018-0261
[9]	HE Yuan, HE Yong, WANG Chuanting, PAN Xuchao, JIAO Junjie, GUO Lei, YANG Xiangli, LI Quan. Theoretical calculation of shock compression properties of MESMs with electronic thermal motion effect[J]. Explosion And Shock Waves, 2018, 38(1): 217-223. doi: 10.11883/bzycj-2017-0034
[10]	LYU Yaru, WANG Mingyang, WEI Jiuqi, LIAO Bin. Experimental techniques of SHPB for calcareous sand and its dynamic behaviors[J]. Explosion And Shock Waves, 2018, 38(6): 1262-1270. doi: 10.11883/bzycj-2017-0179
[11]	Xi Xulong, Bai Chunyu, Liu Xiaochuan, Mu Rangke, Wang Jizhen. Dynamic mechanical properties of 2A16-T4 aluminum alloy at wide-ranging strain rates[J]. Explosion And Shock Waves, 2017, 37(5): 871-878. doi: 10.11883/1001-1455(2017)05-0871-08
[12]	Li Mu, Sun Cheng-wei, Zhao Jian-heng. Progress in high-power laser ramp compression of solids[J]. Explosion And Shock Waves, 2015, 35(2): 145-156. doi: 10.11883/1001-1455(2015)02-0145-12
[13]	Shi Fei-fei, Suo Tao, Hou Bing, Li Yu-long. Strain rate and temperature sensitivity and constitutive model of YB-2 of aeronautical acrylic polymer[J]. Explosion And Shock Waves, 2015, 35(6): 769-776. doi: 10.11883/1001-1455(2015)06-0769-08
[14]	Luo Xin, Xu Jin-yu, Bai Er-lei, Li Wei-min. Comparative study of the effect of the type of alkali on the strain rate effect of geopolymer concrete[J]. Explosion And Shock Waves, 2014, 34(3): 340-346. doi: 10.11883/1001-1455(2014)03-0340-07
[15]	XI Feng, ZHANG Yun. Theeffectsofstrainrateonthedynamicresponseandabnormalbehavior ofsteelbeamsunderpulseloading[J]. Explosion And Shock Waves, 2012, 32(1): 34-42. doi: 10.11883/1001-1455(2012)01-0034-09
[16]	YAN Cheng, OU Zhuo-cheng, DUAN Zhuo-ping, HUANG Feng-lei. Strain-rateeffectsondynamicstrengthofbrittlematerials[J]. Explosion And Shock Waves, 2011, 31(4): 423-427. doi: 10.11883/1001-1455(2011)04-0423-05
[17]	ZHENG Wen, XU Song-lin, HU Shi-sheng. Dynamicmechanicalpropertiesofdrysandunderconfinedcompression[J]. Explosion And Shock Waves, 2011, 31(6): 619-623. doi: 10.11883/1001-1455(2011)06-0619-05
[18]	GUO Wei-guo, LI Yu-long, HUANG Fu-zeng. Deformation and mechanical property of aluminium foam at different strain rates[J]. Explosion And Shock Waves, 2008, 28(4): 289-292. doi: 10.11883/1001-1455(2008)04-0289-04
[19]	YANG Jin-wen, SHI Shang-chun, LI Qiao-yan, SUN Yue. Theoretical research on shock compression properties of liquid helium at high temperature and density[J]. Explosion And Shock Waves, 2007, 27(6): 557-561. doi: 10.11883/1001-1455(2007)06-0557-05
[20]	TANG Tie-gang, LI Qing-zhong, SUN Xue-lin, SUN Zhan-feng, JIN Shan, GU Yan. Strain-rate effects of expanding fracture of 45 steel cylinder shells driven by detonation[J]. Explosion And Shock Waves, 2006, 26(2): 129-133. doi: 10.11883/1001-1455(2006)02-0129-05

Supplements(0)

Cited By

Cited by

Periodical cited type(16)

1.	黄永辉，阮迅，雷振，毛泽凌，张智宇，周继国. 装药不耦合系数对台阶爆破破碎块体抛掷运动规律影响研究. 工程科学与技术. 2025(02): 223-233 .
2.	鲜文双，张凯，刘伟，李阳超. 封闭式地下爆炸地表振动数值模拟及试验研究. 防化研究. 2025(02): 46-57 .
3.	鲜文双，刘伟，张凯，李阳超，舒海龙，翟红波. 基于量纲分析的浅埋炸药爆炸地表振动速度试验研究. 火工品. 2024(06): 84-88 .
4.	陈春超，陈士海，张智宇，曾凡福，苏松. 台阶爆破模型试验下破碎岩石抛掷速度规律分析. 华侨大学学报(自然科学版). 2023(02): 157-165 .
5.	朱颂波，徐振洋，张祚富，李政，郇宝乾. 考虑炮孔密集系数及高程影响下质点峰值速度的预测模型研究. 有色金属工程. 2023(09): 139-149 .
6.	孙宝财，凌晓，周文海，王树江. 埋地输气管道对城市地下空间掘进爆破的力学响应. 爆破. 2022(03): 190-198 .
7.	赵岩，王小敬，王海龙，王东升. 交叉隧道爆破振速回归分析及对比研究. 工程爆破. 2022(05): 121-127 .
8.	梁瑞，胡才智，周文海，朱冕. 隧道掘进爆破载荷作用下埋地管道的振动峰值速度预测研究. 中国安全生产科学技术. 2021(05): 123-129 .
9.	唐海，马谕杰，夏祥，朱帅帅，姜威振. 负高差地形爆破振动规律研究. 工程爆破. 2021(05): 16-25 .
10.	杨茂森，陈永祥，郝润华. 露天煤矿超高台阶抛掷爆破振动效应评价. 爆破. 2021(04): 156-162 .
11.	李新平，边兴，罗忆，吕均琳，任高峰. 地下洞室边墙爆破振动传播衰减规律研究. 岩土力学. 2020(06): 2063-2069 .
12.	何理，钟东望，李鹏，宋琨，司剑峰. 下穿隧道爆破荷载激励下边坡振动预测及能量分析. 爆炸与冲击. 2020(07): 108-117 . 本站查看
13.	费鸿禄，孙晓宇，关福晨，刘雨. 水下深埋岩石爆破振动衰减规律研究. 爆破. 2020(03): 26-33+55 .
14.	Chen Li，Shufeng Liang，Yongchao Wang，Long Li，Dianshu Liu. Attenuation Parameters of Blasting Vibration by Fuzzy Nonlinear Regression Analysis. Journal of Beijing Institute of Technology. 2020(04): 520-525 .
15.	叶海旺，袁尔君，雷涛，龙梅. 基于量纲分析的爆破振动质点峰值速度预测公式. 金属矿山. 2019(05): 56-61 .
16.	万嗣鹏，张义平，陶铁军，池恩安，罗毅. 基于准岩体抗拉强度的爆破振动速度衰减公式改进. 金属矿山. 2019(07): 60-64 .