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Experimental study on parameters of HSS model for soft soils in Shanghai

LIANG Fa-yun 1, 2, JIA Ya-jie 1, 2, DING Yu-jin 1, 2, HUANG Mao-song 1, 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017

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Autore / responsabile
LIANG Fa-yun 1, 2, JIA Ya-jie 1, 2, DING Yu-jin 1, 2, HUANG Mao-song 1, 2
Editore
Editorial Office of Chinese Journal of Geotechnical Engineering
Anno
2017
ISSN
1000-4548
ISSN
1000-4548
Lingua
Inglés
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The HS-Small model, which can reflect the attenuation of shear modulus of soils with strain in tiny strain range, has been gradually utilized in excavation engineering. The laboratory tests using triaxial apparatus, oedometer apparatus and resonant column device are conducted to obtain the prime parameters of HSS model, such as c’, Eoedref,E50ref,Rf,G0ref and γ0.7 for typical silty clay of layer No. 2, muddy silty clay of layer No. 3, muddy clay of layer No. 4 and silty clay of layer No. 5 in Shanghai. The measured parameters are compared with those in other cities in China and verified through practical engineering. The simulated results of horizontal displacement of retaining wall approximately equal to the measured data. The HSS model and the determination method for parameters are proved to be applicable in numerical simulation of excavation engineering in Shanghai. It is of reference value to similar engineering.

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APA 7

LIANG Fa-yun 1, 2. J. Y. J. 1. 2. D. Y. J. 1. 2. H. M. S. 1. 2. (2017). Experimental study on parameters of HSS model for soft soils in Shanghai. https://doi.org/10.11779/CJGE201702010

MLA

LIANG Fa-yun 1, 2, JIA Ya-jie 1, 2, DING Yu-jin 1, 2, HUANG Mao-song 1, 2. "Experimental study on parameters of HSS model for soft soils in Shanghai." 2017. https://doi.org/10.11779/CJGE201702010.

Chicago

LIANG Fa-yun 1, 2, JIA Ya-jie 1, 2, DING Yu-jin 1, 2, HUANG Mao-song 1, 2. 2017. "Experimental study on parameters of HSS model for soft soils in Shanghai.". https://doi.org/10.11779/CJGE201702010.

Harvard

LIANG Fa-yun 1, 2. J. Y. J. 1. 2. D. Y. J. 1. 2. H. M. S. 1. 2. 2017, Experimental study on parameters of HSS model for soft soils in Shanghai, Editorial Office of Chinese Journal of Geotechnical Engineering, available at: https://doi.org/10.11779/CJGE201702010 [Accessed 9 Aug. 2026].

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Titolo
Experimental study on parameters of HSS model for soft soils in Shanghai
Autore / collaboratori
LIANG Fa-yun 1, 2, JIA Ya-jie 1, 2, DING Yu-jin 1, 2, HUANG Mao-song 1, 2
Editore
Editorial Office of Chinese Journal of Geotechnical Engineering
Anno di pubblicazione
2017
ISSN
1000-4548
ISSN
1000-4548
Lingua
Inglés

Soggetti

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excavation engineering; small-strain stiffness; hss model; laboratory test
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