Z
Zhen Huang
Publications - 4
Citations - 639
Zhen Huang is an academic researcher. The author has contributed to research in topics: Geology & Constitutive equation. The author has an hindex of 1, co-authored 1 publications receiving 604 citations.
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The Schistosoma japonicum genome reveals features of host-parasite interplay
Yan Zhou,Huajun Zheng,Yangyi Chen,Lei Zhang,Kai Wang,Jing Guo,Zhen Huang,Bo Zhang,Wei Huang,Ke Jin,Tonghai Dou,Masami Hasegawa,Li Wang,Yuan Zhang,Jie Zhou,Lin Tao,Zhiwei Cao,Yixue Li,Tomas Vinar,Brona Brejová,Daniel G. Brown,Ming Li,David J. Miller,David Blair,Yang Zhong,Zhu Chen,Feng Liu,Wei Hu,Zhi-Qin Wang,Qin-Hua Zhang,Huai-Dong Song,Sai-Juan Chen,Xue-Nian Xu,Bin Xu,Chuan Ju,Yucheng Huang,Paul J. Brindley,Donald P. McManus,Zheng Feng,Ze-Guang Han,Gang Lu,Shuang-Xi Ren,Y.S. Wang,Wenyi Gu,Hui Kang,Jie Chen,Xiaoyun Chen,Shuting Chen,Lijun Wang,Jie Yan,Biyun Wang,Xinyan Lv,Lei Jin,Bofei Wang,Shiyin Pu,Xiang-Lin Zhang,Wei Zhang,Qiuping Hu,Genfeng Zhu,Jun Wang,Jun Yu,Jing Wang,Huanming Yang,Zemin Ning,Matthew Beriman,Chia-Lin Wei,Yijun Ruan,Guoping Zhao,Shengyue Wang +68 more
TL;DR: The genome provides a global insight into the molecular architecture and host interaction of this complex metazoan pathogen, revealing that it can exploit host nutrients, neuroendocrine hormones and signalling pathways for growth, development and maturation.
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Damage characteristics and new constitutive model of sandstone under wet-dry cycles
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Expansive Soil Embankment Filling and Cutting Treatment Technology: A Systematic Review
TL;DR: In this paper , the current development status of embankment filling and cutting slope treatment technology in expansive soil areas were summarized, and the classification standards of expansive soil filler, moisture retention, and antiseepage technology were described.
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Study on the fatigue properties and constitutive model of siltstone under the coupled action of dry‒wet cycles and cyclic loads
TL;DR: In this article , a constitutive equation of siltstone under the coupled action of dry-wet cycles and cyclic loads was derived, and a compliance correction coefficient α was proposed.