Mechanical properties of stabilized artificial
organic soil

doi:10.1007/s11709-008-0023-9

Frontiers of Architecture and Civil Engineering in China - Selected Publications from Chinese Universities

2008, Vol. 2

Issue (2): 161-165 https://doi.org/10.1007/s11709-008-0023-9

本期目录

Mechanical properties of stabilized artificial organic soil

XU Riqing¹, GUO Yin², LIU Zengyong³

1.Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University; 2.Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University；China Institute of Geotechnical Investigation and Surveying; 3.Shaoxing Highway Administration;

全文: PDF(165 KB) HTML

Abstract：In order to study the influence of organic matter on the mechanical properties of stabilized soil and the effect of XGL2005 on stabilizing organic soil, unconfined compressive strength tests were carried out. Test results indicated that the strength of stabilized soil decreased in the form of a logarithmic function as the organic matter content increased. In contrast, the strength increased in the form of a power function as the content of the stabilization agent increased. The strength of cement stabilized organic soil was reinforced greatly by adding the stabilizer XGL2005. Based on the law obtained from the test, a strength prediction model was established by regression analysis. The model included the influence of the curing time, the content of the cement, the organic matter content and the stabilization agent on the strength of stabilized soil.

出版日期: 2008-06-05

引用本文:

. Mechanical properties of stabilized artificial organic soil[J]. Frontiers of Architecture and Civil Engineering in China - Selected Publications from Chinese Universities, 2008, 2(2): 161-165.
XU Riqing, GUO Yin, LIU Zengyong. Mechanical properties of stabilized artificial organic soil. Front. Struct. Civ. Eng., 2008, 2(2): 161-165.

链接本文:

https://academic.hep.com.cn/fsce/CN/10.1007/s11709-008-0023-9
https://academic.hep.com.cn/fsce/CN/Y2008/V2/I2/161

1	Fan Zhaoping Zhu Wei Zhang Chunlei Experimental study on influence of organic matter contenton solidified dredgingRock and Soil Mechanics 2005 26(8)13271334 (in Chinese)
	Fan Zhaoping, Zhu Wei, Zhang Chunlei. Experimental study on influence of organic matter contenton solidified dredging. Rock and Soil Mechanics.2005, 26(8):1327-1334(in Chinese)
	Fan Zhaoping, Zhu Wei, Zhang Chunlei. Experimental study on influence of organic matter contenton solidified dredging. Rock and Soil Mechanics.2005, 26(8):1327-1334(in Chinese)
2	Chen Su Song Shaohua Shen Jianlin et al.Experimental study on mechanical property of cement-stabilizeddark soil in DJM pileChinese Journal ofGeotechnical Engineering 2001 23(3)302305 (in Chinese)
	Chen Su, Song Shaohua, Shen Jianlin, et al. Experimental study on mechanical property of cement-stabilizeddark soil in DJM pile. Chinese Journal ofGeotechnical Engineering.2001, 23(3):302-305(in Chinese)
	Chen Su, Song Shaohua, Shen Jianlin, et al. Experimental study on mechanical property of cement-stabilizeddark soil in DJM pile. Chinese Journal ofGeotechnical Engineering.2001, 23(3):302-305(in Chinese)
3	Tang Yixin Liu Hanlong Zhu Wei Study on engineering properties of cement-stabilized soilChinese Journal of Geotechnical Engineering 2000 22(5)549554 (in Chinese)
	Tang Yixin, Liu Hanlong, Zhu Wei. Study on engineering properties of cement-stabilized soil. Chinese Journal of Geotechnical Engineering.2000, 22(5):549-554(in Chinese)
	Tang Yixin, Liu Hanlong, Zhu Wei. Study on engineering properties of cement-stabilized soil. Chinese Journal of Geotechnical Engineering.2000, 22(5):549-554(in Chinese)
4	Chu Chengfu Hong Zhenshun Liu Songyu et al.Prediction of unconfined compressive strength ofcemented soils with quasi-water-cement ratioRock and Soil Mechanics 2005 26(4)645649 (in Chinese)
	Chu Chengfu, Hong Zhenshun, Liu Songyu, et al. Prediction of unconfined compressive strength ofcemented soils with quasi-water-cement ratio. Rock and Soil Mechanics.2005, 26(4):645-649(in Chinese)
	Chu Chengfu, Hong Zhenshun, Liu Songyu, et al. Prediction of unconfined compressive strength ofcemented soils with quasi-water-cement ratio. Rock and Soil Mechanics.2005, 26(4):645-649(in Chinese)
5	Horpibulsuk S Norihiko M Nagaraj T S Clay-water/cement ratio identity for cement admixed softclaysJournal of Geotechnical and GeoenvionmentalEngineering 2005 131(2)187192. doi:10.1061/(ASCE)1090‐0241(2005)131:2(187)
	Horpibulsuk S, Norihiko M, Nagaraj T S. Clay-water/cement ratio identity for cement admixed softclays. Journal of Geotechnical and Geoenvionmental Engineering.2005, 131(2):187-192 doi: 10.1061/(ASCE)1090‐0241(2005)131:2(187)
	Horpibulsuk S, Norihiko M, Nagaraj T S. Clay-water/cement ratio identity for cement admixed softclays. Journal of Geotechnical and Geoenvionmental Engineering.2005, 131(2):187-192 doi: 10.1061/(ASCE)1090‐0241(2005)131:2(187)
6	Lee F H Lee Y Chew S H Strength and modulus of marine clay-cement mixesJournal of Geotechnical and Geoenvionmental Engineering 2005 131(2)178186. doi:10.1061/(ASCE)1090‐0241(2005)131:2(178)
	Lee F H, Lee Y, Chew S H. Strength and modulus of marine clay-cement mixes. Journal of Geotechnical and Geoenvionmental Engineering.2005, 131(2):178-186 doi: 10.1061/(ASCE)1090‐0241(2005)131:2(178)
	Lee F H, Lee Y, Chew S H. Strength and modulus of marine clay-cement mixes. Journal of Geotechnical and Geoenvionmental Engineering.2005, 131(2):178-186 doi: 10.1061/(ASCE)1090‐0241(2005)131:2(178)
7	Bush W H Keller G H The physical properties ofPeru-Chile continental margin sediments-the influence of coastal upwellingon sediment propertiesJournal of SedimentaryPetrology 1981 51705719
	Bush W H, Keller G H. The physical properties ofPeru-Chile continental margin sediments-the influence of coastal upwellingon sediment properties. Journal of Sedimentary Petrology.1981, 51: 705-719
	Bush W H, Keller G H. The physical properties ofPeru-Chile continental margin sediments-the influence of coastal upwellingon sediment properties. Journal of Sedimentary Petrology.1981, 51: 705-719

Viewed

Full text

Abstract

Cited

Shared

Discussed