A Case History of Bearing Capacity Determinations for Foundation Soils

›› 2013, Vol. 27 ›› Issue (2): 15-17.

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A Case History of Bearing Capacity Determinations for Foundation Soils

ZHANG Jianjun

(Geophysical Survey Division, Henan Coalfield Geology Bureau, Zhengzhou 450009)

Received:2013-01-21 Online:2013-04-20 Published:2013-04-26

Abstract

Abstract: This paper discusses a case history of the soil bearing capacity determinations by a combination of cone penetrometer testing (CPT), standard penetration testing (SPT) as well as laboratory testing on soil samples. The bearing capacity values for a building construction site with soft soil underlying in Zhengzhou are also proposed.

Key words: Cone Penetration Tests, Standard Penetration Tests, Soil Bearing Capacity, Soft Soil Underlying Layers, Building Foundations

ZHANG Jianjun. A Case History of Bearing Capacity Determinations for Foundation Soils[J]. , 2013, 27(2): 15-17.

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[2]	CHEN Daosong, WU Liyan, CUI Wei. Experimental Study on the Bearing Capacity of Red Clay under Water Action [J]. Soil Engineering and Foundation, 2024, 38(3): 547-551.
[3]	ZHOU Peifeng. Testing of Effect of Dynamic Compaction in a Mountain Area [J]. Soil Engineering and Foundation, 2024, 38(1): 148-151.
[4]	ZENG Erxian, LI Yiyang, ZHAO Qingsong, ZENG Shiwen, FENG Heng, ZHANG Chengcheng, . Standard Penetration Tests in Yulin Aeolian Sands [J]. Soil Engineering and Foundation, 2023, 37(2): 318-321.
[5]	LIN Biming. Liquefaction Determination Method using CPT Tip Resistance [J]. Soil Engineering and Foundation, 2022, 36(3): 471-474.
[6]	YANG Xiaoliang. Determination of Undrained Shear Strength of Quaternary Coastal Cohesive Soil by CPT [J]. Soil Engineering and Foundation, 2020, 34(5): 625-628.
[7]	LI Fengmin. Comparisons of Foundation Bearing capacity Design Between Eurocode 7 and Chinese Code [J]. Soil Engineering and Foundation, 2020, 34(4): 479-481.
[8]	LI Haipeng, ZHU Hengyuan. Evaluation and Stability Analysis of Ground Improvement of Thick Collapsible Loess Fill Embankment for an Airport [J]. Soil Engineering and Foundation, 2019, 33(6): 634-638.
[9]	CHAI Shaobo,WANG Chuan,HU Zhiping，WANG Hao. Seepage Preventions Measures of Buildings Near Rain Garden and Other Urban Green Infrastructures [J]. , 2018, 32(6): 582-586.
[10]	YA Ruwen. Evaluation and Settlement Analysis of Collapsible Loess Soils Improved by Dynamic Compaction [J]. , 2017, 31(6): 685-689.
[11]	YA Ruwen. Effect of Groundwater Fluctuation on the Strength of Collapsible Loess [J]. , 2017, 31(5): 594-598.
[12]	SUN Yue1，ZHOU Jianguo2,LI Long1. Preliminary Study on the Soil Property Identification in the Geotechnical Investigations for Halfaya Oilfield, Iraq [J]. , 2015, 29(3): 170-172.
[13]	PAN Zhijia1, YOSHITO Kitazono2. Application of the Handy Hammer Dynamic Penetration Test and Plasticity Chart in the Geological Hazards Research [J]. , 2015, 29(1): 120-123.
[14]	ZHOU Linhua， LIU Zengrong . Determination of Rounded Gravel Properties using Dynamic Cone Penetration and Deep Plate Load Tests [J]. , 2013, 27(6): 111-113.
[15]	WANG Hongyun. Trial Dynamic Compaction Tests at a Material Docking Station Constructed by Dredged Soils [J]. , 2012, 26(5): 96-98.

A Case History of Bearing Capacity Determinations for Foundation Soils

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