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7 results found in all.
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1Dynamic properties of composite cemented clay
Author(s):CAI Yuan-qiang, LIANG Xu  Clicked:6520  Download:3787  Cited:1  <Full Text>
Journal of Zhejiang University Science  2004 Vol.5 No.3 P.309-316  DOI:10.1631/jzus.2004.0309
2A numerical method for predicting the elastic modulus of concrete made with two different aggregates
Author(s):Zheng Jian-Jun, Zhou Xin-Zhu  Clicked:5394  Download:2755  Cited:1  <Full Text>
Journal of Zhejiang University Science A  2006 Vol.7 No.101 P.293-296  DOI:10.1631/jzus.2006.AS0293
3Micromechanics-based analysis for predicting asphalt concrete modulus
Author(s):Xing-yi Zhu, Zhi-yi Huang, Zhong-xuan Yang, Wei-qiu Chen  Clicked:7282  Download:3773  Cited:5  <Full Text>
Journal of Zhejiang University Science A  2010 Vol.11 No.6 P.415-424  DOI:10.1631/jzus.A0900645
4Comparative study of static and dynamic parameters of rock for the Xishan Rock Cliff Statue
Author(s):Jin Jiang, Jin-zhong Sun  Clicked:7502  Download:5479  Cited:3  <Full Text>
Journal of Zhejiang University Science A  2011 Vol.12 No.10 P.771-781  DOI:10.1631/jzus.A1100003
5Using a form-finding model to analyze the effect of actin bundles on the stiffness of a cytoskeleton network
Author(s):Bao-long Li, Yi-fan Wang, Jing-hai Gong  Clicked:7179  Download:3938  Cited:1  <Full Text>  <PPT> 882
Journal of Zhejiang University Science A  2014 Vol.15 No.9 P.732-742  DOI:10.1631/jzus.A13b0287
6A simple model for the hysteretic elastic shear modulus of unsaturated soils
Author(s):Jie Xu, Chao Zhou  Clicked:5712  Download:4004  Cited:0  <Full Text>  <PPT> 2651
Journal of Zhejiang University Science A  2016 Vol.17 No.7 P.589-596  DOI:10.1631/jzus.A1600300
73D bioprinting of complex biological structures with tunable elastic modulus and porosity using freeform reversible embedding of suspended hydrogels
Author(s):Zhuang Chen, Chuanzhen Huang, Hanlian Liu, Xu Han, Zhichao Wang, Shuying Li, Jun Huang & Zhen Wang   Clicked:1804  Download:1597  Cited:0  <Full Text>
Bio-Design and Manufacturing  2023 Vol.6 No.5 P.550–562  DOI:10.1007/s42242-023-00251-5
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