Recent Advances in Geotechnical In-situ Testing Techniques in the Last 30 Years

Wang Yunnan; Zhang Long; Zheng Jianguo; Liu Zhenghong; Yu Yongtang; Meng Qingbo

doi:10.3969/j.issn.1007-2993.2021.04.012

Volume 35 Issue 4

Aug. 2021

Turn off MathJax

Article Contents

Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2021 > 35(4): 269-274

Wang Yunnan, Zhang Long, Zheng Jianguo, Liu Zhenghong, Yu Yongtang, Meng Qingbo. Recent Advances in Geotechnical In-situ Testing Techniques in the Last 30 Years[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2021, 35(4): 269-274. doi: 10.3969/j.issn.1007-2993.2021.04.012

Citation:

Wang Yunnan, Zhang Long, Zheng Jianguo, Liu Zhenghong, Yu Yongtang, Meng Qingbo. Recent Advances in Geotechnical In-situ Testing Techniques in the Last 30 Years[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2021, 35(4): 269-274. doi: 10.3969/j.issn.1007-2993.2021.04.012

Citation:

PDF( 611 KB)

Recent Advances in Geotechnical In-situ Testing Techniques in the Last 30 Years

doi: 10.3969/j.issn.1007-2993.2021.04.012

China JiKan Research Institute of Engineering Investigation and Design, Co., Ltd., Xi’an 710043, Shaanxi, China

Received Date: 2020-05-19
Publish Date: 2021-08-25

Abstract

Abstract

At present, most geotechnical engineering survey enterprises use the traditional in-situ testing method. In order to summarize the latest development of geotechnical in-situ testing technology, the latest research progress of geotechnical in-situ testing technology and equipment since 1990s are analyzed from four aspects, including deformation characteristics test, shear strength test, permeability test and penetration test. The results show that the current in-situ testing technology has four characteristics: automation, informationization, multi-function and technology upgrading, but there are still some problems, such as high cost, weak theoretical basis, limitations of the test itself and slow progress. According to the practical problems, prospects are put forward from the aspects of strengthening the theoretical basis, accelerating information technology and multi-functional equipment research, expanding the research area and so on.
- geotechnical engineering,
- in-situ test,
- review

FullText(HTML)

References(51)

References

[1]	吴丽萍,吴银柱,杨国春,等. 深层平板载荷试验装置的研究[J]. 工程勘察,2001,(6):4-7.
[2]	吴银柱,杨国春,王文臣. 深层平板载荷试验测试装置的研制[J]. 岩土工程学报,2002,(6):756-759. doi: 10.3321/j.issn:1000-4548.2002.06.018
[3]	李伟. 浅析一种新型平板载荷试验方法及装置[J]. 智能城市,2018,4(24):154-155.
[4]	KIM T H,KANG G C,KWANG W K . Developing a small size screw plate load test[J]. Marine Georesources and Geotechnology,2014,32(3):222-238.
[5]	徐光黎, 张晓伦, 王春艳, 等. 新型自钻式剪切旁压仪及其应用[M]. 武汉: 中国地质大学出版社, 2009.
[6]	程伟峰, 蔡永生. 旁压仪及旁压试验的发展历程[C]//2016年全国工程勘察学术大会论文集(下册), 2016.
[7]	刘小敏, 侯伟生. 岩土工程测试新技术新方法[C]. 全国岩土工程师论坛文集, 2018.
[8]	MARTIN G K,MAYNE P W. Seismic flat dilatometer tests in connecticut valley varved clay[J]. Astm Geotech. Testing J,1997,20(3):357-361.
[9]	唐世栋,傅纵. 扁铲侧胀试验求解土的不排水抗剪强度[J]. 工程勘察,2004,(5):14-17.
[10]	唐世栋,陶利勇,肖勇. 扁铲侧胀消散试验求解固结系数的研究[J]. 勘察科学技术,2011,(3):1-5. doi: 10.3969/j.issn.1001-3946.2011.03.001
[11]	杨智国. 扁铲侧胀试验在黄土地基评价中的应用[J]. 西安科技大学学报,2012,32(3):359-363. doi: 10.3969/j.issn.1672-9315.2012.03.016
[12]	田根宏. 西安地铁二号线黄土工程特性研究[D]. 西安: 西安理工大学, 2008.
[13]	董云,柴贺军,杨慧丽. 土石混填路基原位直剪与室内大型直剪试验比较[J]. 岩土工程学报,2005,27(2):235-238. doi: 10.3321/j.issn:1000-4548.2005.02.021
[14]	阂　弘, 魏进兵, 邓建辉, 等. 应变控制式大型室内及现场两用直剪装置: 中国ZL200420057748. 7[P]. 2006. 3.
[15]	张嘎,张建民. 大型土与结构接触面循环加载剪切仪的研制及应用[J]. 岩土工程学报,2003,25(2):149-153. doi: 10.3321/j.issn:1000-4548.2003.02.005
[16]	徐　波. 便携式原位直剪仪的研究与开发[D]. 宜昌: 三峡大学, 2007.
[17]	BIERRUM L. Embankments on soft ground. In: proceedings performance of earth and earth-supported structures[J]. Vol 2. Asce, Lafayette, Ind., 1972: 1–54.
[18]	LEROUEIL S. Natural slopes and cuts: movement and failure mechanisms[C]. 39th Rankine Lecture. Geotechnique, 2001, 51(3): 197–243.
[19]	MAYNE P W, CHRISTOPHER B R, DEJONG J. Manual on subsurface investigations[C]. Nationalhighway Institute Publication No 6. Fhwa Nhi-01-031 Federal Highway Administration, Washington, Dc, 2001.
[20]	BOUASSIDA M, DALEL A D. On the determination of undrained shear strength from vane test[C]. Geotechnical And Geophysical Site Characterisation Isc'5, 2016.
[21]	BOUASSIDA M, BOUSSETTA S. On the determination of vane shear strength of soft soils[C]. In: Proceedings Of The 12th African Regional Conference On Soil Mechanics And Geotechnical Engineering, Durban (South Africa), 1999: 285–291.
[22]	HANDY R L,FOX N S. A soil borehole direct shear test device[J]. Highway Research News,1967,(27):42-51.
[23]	THEODORE D B. Automation and further development of the borehole shear test[D]. Ames: Iowa State University, 2012.
[24]	ASHLOCK J C, BECHTUM T D. Automated borehole shear soil testing device: final report [R]. 2011.
[25]	HANDY R L, PITT J M, ENGLE L E, et al. Rock borehole shear test[C]. Proceeding of the 17th U.S. Symposium on Rock Mechanics, 1976, 4B6: 1-11.
[26]	贾志欣,汪小刚,赵宇飞,等. 岩石钻孔原位测试技术的应用与改进[J]. 岩石力学与工程学报,2013,32(6):1264-1269. doi: 10.3969/j.issn.1000-6915.2013.06.021
[27]	曾鹏毅. 钻孔剪切测试设备研发及试验应用[D]. 成都: 西南交通大学, 2018.
[28]	于永堂,郑建国,刘争宏,等. 钻孔剪切试验及其在黄土中的应用[J]. 岩土力学,2016,37(12):3635-3641, 3649.
[29]	于永堂,高远. 土体抗剪强度参数的钻孔剪切试验方法初探[J]. 岩土工程技术,2015,29(4):169-172, 208. doi: 10.3969/j.issn.1007-2993.2015.04.002
[30]	陈云敏,林政,SCHELLINGERHOUT A J G. IFCO BAT系统测试地基孔压及原位渗透系数理论及其应用[J]. 岩石力学与工程学报,2005,(24):4440-4448. doi: 10.3321/j.issn:1000-6915.2005.24.007
[31]	ORSTENSSON B A. A New System For Ground Water Monitoring[J]. Ground Water Monitoring Review,1984,26(3):131-138.
[32]	郑建国. 岩土原位测试技术的现状与发展[J]. 地基处理,1993,4(1):36-56.
[33]	沈小克, 蔡正银, 蔡国军. 工程勘察与原位测试技术进展[C]// 中国土木工程学会土力学及岩土工程分会. 中国土木工程学会第十二届全国土力学及岩土工程学术大会论文摘要集. 北京: 中国土木工程学会土力学及岩土工程分会.中国土木工程学会, 2015: 21.
[34]	刘松玉, 蔡国军, 童立元. 现代多功能CPTU技术理论与工程应用[M]. 北京: 科学出版社, 2013.
[35]	CAMPANELLA R G,WEEMEES I. Development and use of an electrical resistivity cone for groundwater contamination studies[J]. Canadian Geotechnical Journal,1990,27(5):557-567.
[36]	LUNNE T, ROBERTSON P K, POWELL J M. Cone penetration testing in geotechnical practice[M]. Blackie Academic and Professional, London, UK, 1997.
[37]	HRYCIW R,RASCHKE S. Development of computer vision technique for in situ soil characterization[J]. Transportation Research Record: Journal of the Transportation Research Board,1996,(1526):86-97.
[38]	STEWART D P, RANDOLPH M F. A new site investigation tool for the centrifuge[C]//Proc. Centrifuge, 91, 1991: 531-538.
[39]	FROST J D, MATINZE A. Multi-sleve axial-torsional-piezo friction penetration system for subsurface charaterization[C]//proceedings of the 18th international conference on soil mechanics and geotechnical engineering: Challenges and innovations in geotechnics, Pairs 2013, 2013 (1): 527-530.
[40]	陈新军,杨怀玉,赵凤林. 一种深层静力触探方法[J]. 铁道工程学报,2010,(2):289-292.
[41]	赵凤林,陈新军. 一种基于旋转触探的参数采集及处理微机系统[J]. 铁道工程学报,2011,28(10):111-114. doi: 10.3969/j.issn.1006-2106.2011.10.021
[42]	HIRSHFIELD T, DEATON T, MILANOYICH F, et al. The feasibility of using fiber optics for monitoring groundwater contaminants [R]. Project Summary, Environmental Monitoring Systems Laboratory, USEPA, 1984.
[43]	CHUDYK W A, CARRBBA M M, KENNY J E. Remote detection of gorundwater contaminants using far-ultraviolet laser-induced fluorescence[J]. Analytical Chemistry, 1985, 57(7): 1237-1242.
[44]	VALIQUETTE M,ROBINSON B,Borden R H. Energy efficiency and rod length effect in standard penetration test hammers[J]. Transportation Research Record,2010,(2186):47-56.
[45]	HETTIARACHCHI H,BROWN T. Use of SPT blow counts to estimate shear strength properties of soils: Energy balance approach[J]. Journal of Geotechnical and Geoenvironmental Engineering,2009,135(6):830-834.
[46]	LEE C, LEE J,AN S, et al. Effect of secondary impacts on SPT rod energy and sampler penetration[J]. Journal of Geotechnical and Geoenvironmental Engineering,2010,136(3):522-526. doi: 10.1061/(ASCE)GT.1943-5606.0000236
[47]	刘裕华. 基于波动理论改进标准贯入试验的研究[D]. 南京: 南京大学, 2012.
[48]	杨文卫,岳中琦. 世界各地标准贯入试验比较和共同问题[J]. 工程勘察,2008,(1):5-15, 52.
[49]	DANIEL L,PIERRE B,CLAUDE B. Modulus estimation of surrounding soils of underground structures in service[J]. Geotechnical Testing Journal,2015,38(4):452-460.
[50]	周树华,魏兰英,伍法权,等. 运用轻便动力触探仪研究黄土的岩土工程特性[J]. 岩土工程学报,1999,(6):3-5.
[51]	王军辉,韩煊,王鑫,等. 多向圆锥动力触探和标准贯入技术研究[J]. 施工技术,2015,44(S2):89-91.

Relative Articles

Supplements(0)

Cited By

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Tables(1)

Get Citation

PDF

XML

Article Metrics

Article views (518) PDF downloads(140)

Recent Advances in Geotechnical In-situ Testing Techniques in the Last 30 Years

doi: 10.3969/j.issn.1007-2993.2021.04.012

Abstract

References

Proportional views

Catalog

通讯作者: 陈斌, bchen63@163.com

Article Metrics

Proportional views

Related

Recent Advances in Geotechnical In-situ Testing Techniques in the Last 30 Years

doi: 10.3969/j.issn.1007-2993.2021.04.012

Abstract

References

Proportional views

Catalog

通讯作者: 陈斌, bchen63@163.com

Article Metrics

Proportional views

Related

Export File

Citation

Format

Content