基本信息
王新志  男  硕导  中国科学院武汉岩土力学研究所
电子邮件: xzwang@whrsm.ac.cn
通信地址: 湖北省武汉市武昌小洪山2号中国科学院武汉岩土力学研究所
邮政编码: 430071

研究领域

以珊瑚礁工程地质、海洋土力学为主,涉及钙质砂的工程力学特性、地基处理及长期稳定性研究、地下空间开发等。

招生信息

   

教育背景

2003-09--2008-06   中国科学院武汉岩土力学研究所   博士
1999-09--2003-06   中国地质大学(武汉)   学士
学历
研究生

工作经历

2008.07-2009.11,中交水运规划设计院有限公司,    工程师
2009.12-2011.11
,中国科学院武汉岩土力学研究所,助理研究员

2011.12-2020.11,中国科学院武汉岩土力学研究所,副研究员

2020.12至今,    中国科学院武汉岩土力学研究所,研究员

指导学生

已指导学生

王星  博士研究生  081401-岩土工程  

现指导学生

丁浩桢  硕士研究生  081400-土木工程  

吴凯  博士研究生  081401-岩土工程  

专利与奖励


奖励信息
(1) 珊瑚礁地质超长大直径桩基础设计关键技术及工程应用, 特等奖, 其他, 2022
(2) 碎裂结构岩体稳定性分析方法和控制技术, 一等奖, 省级, 2011
专利成果

1)发明专利授权13项:

[1] 文东升; 王新志;丁浩桢。一种钙质砂快速固化方法。专利号:ZL 2022 1 0836728.2。授权日期:20230314日。

[2] 王新志,陈伟俊,朱长歧。一种浅层吹填珊瑚砂地基洒水冲击碾压施工工法。专利号:ZL 2018 1 0147023.3. 授权日期:2021年09月14日。

[3] 王新志,谌民,朱长歧,孟庆山.一种珊瑚砂地基深层振冲配合浅层洒水冲击碾压加固施工功法。专利号:ZL 2018 1 0457587.7. 授权日期:20200609

[4] 王新志,王星,孟庆山,刘海峰,沈建华,胡明鉴,朱长歧. 一种适用于土工三轴试验装样的辅助装置. 专利号:ZL 2016 1 0066926X. 授权日期:2018.02.02.

[5] 王新志, 王星, 刘海峰, 沈建华, 胡明鉴, 孟庆山, 朱长歧. 一种适用于相对密度试验中测取最大干密度的手动装置. 专利号:ZL 201610066740.4 .授权日期:2018.07.17.

[6] 王新志, 王星, 刘海峰. 一种适用于土工试验压样和脱模的联合装置.专利号:ZL 2015 1 10285030. 授权日期:2018.10.30.

[7] 王新志, 王星, 刘海峰. 一种适用于软塑土和砂土固结试验的固结容器. 专利号:ZL 2016 1 0019353.5. 授权日期:2018.02.13

[8] 王新志, 王星, 刘海峰. 一种用于固定岩心钻机的可拆卸式底座. 专利号:ZL 2015 1 0786192.8. 授权日期:2017.11.24

[9] 王星,朱长歧,王新志,胡明鉴,孟庆山.一种适用于测试最小干密度的试验装置.201611021795.X 在审

[10]   王星, 王新志,朱长歧,胡明鉴,孟庆山.一种直剪试验辅助装样装置和与其配套的直剪盒. 专利号:201611090846.4在审

[11]   王星, 王新志,朱长歧.一种适用于多角度锚杆拉拔试验的试验装置  .201711314505.5,在审

[12]  王星, 王新志,朱长歧,朱星宇,胡明鉴,孟庆山.一种用超高密电法仪器做跨孔CT试验的电极保护装置. 专利号:201611083931.8.授权日期:2018-08-24

[13]   文东升,王新志,丁浩桢、汪正金。一种确定岩石裂纹起裂应力和损伤应力的方法及系统。专利号:ZL 2021 1 1613453.8,授权公告日:2023年07月14日。

 

2)实用新型专利授权15项:

[1] 王新志,焦玉勇,张国华,张秀丽,宋亮。一种室内测试地基土承载力和变形特性的实验装置,申请号:201020193788.X。(授权)

[2] 王新志,王星, 刘海峰, 秦月, 胡明鉴, 孟庆山, 朱长歧。一种适用于颗粒分析试验的洗筛。申请号:2016200439672。(授权)

[3] 王新志, 王星, 刘海峰。一种适用于软塑土和砂土固结试验的固结容器。申请号:201620027379X。(授权)

[4] 王新志,王星, 刘海峰。一种适用于圆锥动力触探试验的钻杆。申请号:2015209808447。(授权)

[5] 王新志,王星, 刘海峰。一种适用于室内土工固结和直剪试验的制样器。申请号:2015211378998(授权)

[6] 王新志,王星, 孟庆山, 刘海峰, 沈建华, 胡明鉴, 朱长歧。一种适用于土工三轴试验装样的辅助装置。申请号:2016200967620(授权)

[7] 王新志,王星, 刘海峰, 沈建华, 胡明鉴, 孟庆山, 朱长歧。一种适用于相对密度试验中测取最大干密度的手动装置。申请号:2016200974569(授权)

[8] 王新志,王星, 刘海峰。一种适用于室内土工渗透试验的制样器。申请号:2015211392995(授权)

[9] 王新志,王星, 刘海峰。一种适用于土工试验压样和脱模的联合装置。申请号:2015211393339(授权)

[10] 王新志,王星, 刘海峰。一种多功能模型桩。申请号:2016200364835(授权)

[11] 王新志,王星, 刘海峰。一种用于固定岩心钻机的可拆卸式底座。申请号:2015209123755(授权)

[12] 王新志,王星, 刘海峰。一种用于现场单双环渗水试验的简易装置。申请号:2015204901740(授权)

[13] 王新志,王星, 刘海峰。一种用于土工筛分试验的新型振筛。申请号:2015204893458(授权)

[14] 王新志,王星, 刘海峰。一种用于室内砂类土击实实验的击实筒。申请号:2015204892440(授权)

[15] 王新志,丁浩桢。 一种海星形消波防浪防登陆混凝土块体。 专利号:ZL 2020 2 2613226.2  授权日期: 20210806日。


发表论文

1SCI收录论文39篇,其中第一/通讯作者15

[1]        Wang, XinzhiWen, DongshengDing, HaozhenShi, Qi. Experimental Study on Damage Behavior of Porous Coral Limestone from the Zhongsha slands, South China Sea. Rock Mechanics and Rock Engineering. (2023). Rock Mechanics and Rock Engineering (2023) 56:3787–3803https://doi.org/10.1007/s00603-023-03253-y

[2]        Haozhen Ding, Xinzhi Wang*, Dongsheng Wen, Peng Huang. Seepage deformation characteristic of gap-graded coral sand in the South China Sea. Applied Ocean Research, 143 (2024) , 103865.

[3]    Dongsheng Wen, Xinzhi Wang *, Haozhen Ding, Zhibing Fu. Estimation of Crack Initiation Stress Based on Axial Crack Strain Expansion rate. Rock Mechanics and Rock Engineering. (2022) https://doi.org/10.1007/s00603-022-03113-1

[4]    Xinzhi Wang*, Haozhen Ding, Dongsheng Wen, Xing Wang. Vibroflotation method to improve silt interlayers of dredged coral sand grounda case study. Bulletin of Engineering Geology and the Environment (2022) 81:472. https://doi.org/10.1007/s10064-022-02975-7

[5]    Xin-Zhi Wang, Xing Wang, Jian-Hua Shen, Hao-Zhen Ding, Dong-Sheng Wen, Chang-Qi Zhu, Shi-Zhan Lv. Foundation filling performance of marine deposits on coral reefs in the South China Sea. Applied Ocean Research. 129 (2022) 103386. https://doi.org/10.1016/j.apor.2022.103386.

[6]    Xinzhi Wang*, Haozhen Ding, Qingshan Meng, Houzhen Wei, Yang Wu, Yong Zhang.Engineering characteristics of coral reef and site assessment of hydraulic reclamation in the South China Sea. Construction and Building Materials, 300, 2021, https://doi.org/10.1016/j.conbuildmat.2021.124263.

[7]    Wang, XZ*, Shan, HG, Wu, Y, Meng, QS and Zhu, CQ. Factors Affecting Particle Breakage of Calcareous Soil Retrieved from South China Sea. Geomechanics and Engineering. Vol.22, (2),173-185, 2020. IF:2.485

[8]    Wang, XZ*, Weng, YL, Wei, HZ, Meng, QS, & Hu, MJ. (2019). Particle obstruction and crushing of dredged calcareous soil in the Nansha Islands, South China Sea. Engineering Geology, 261, IF:4.779

[9]    Wang, XZ; Jiao, YY; Wang, R; Hu, MJ; Meng, QS; Tan, FY. Engineering characteristics of the Calcareous Sand in Nansha Islands, South China Sea. Engineering Geology. 201112040–47. IF: 4.779

[10] Xin-Zhi Wang*, Feng-Yi Tan, Ren Wang, Yu-Yong Jiao, Qing-Shan Meng. A new apparatus for testing the bearing capacity of calcareous sand in laboratory. Marine Georesources and Geotechnology. 201432:379–386. IF:1.207

[11] Wang, X.-Z., Wang, X., Jin, Z.-C., Zhu, C.-Q., Wang, R., & Meng, Q. (2017). Investigation of engineering characteristics of calcareous soils from fringing reef. Ocean Engineering, 134, 77–86.  (IF:2.73)

[12] Xin-Zhi Wang*, Xing Wang, Zong-Chuan Jin, Qing-Shan Meng, Chang-Qi Zhu, Ren Wang. Shear characteristics of calcareous gravelly soil.  Bulletin of Engineering Geology and the Environment, 762),561-573,  2017(IF:2.138)

[13] Xin-Zhi Wang*, Wang XingChen, Jian-wenWang RenHu Ming-jianMeng Qing-shan. Experimental Study on Permeability Characteristics of Calcareous Soil. Bulletin of Engineering Geology and the Environment, 774):1753-17622018. (IF:2.138)

[14] Wang, X., Wang, X.-Z., Zhu, C.-Q., & Meng, Q.-S. Shear tests of interfaces between calcareous sand and steel. Marine Georesources & Geotechnology, 2019, 37(9):1095-1104.IF:1.207

[15] Liang-Jie Xu, Xin-zhi Wang, Ren Wang, Chang-qi Zhu & Xiao-peng Liu. Physical and mechanical properties of calcareous soils: A review. Marine Georesources & Geotechnology, 2021. DOI: 10.1080/1064119X.2021.1927270.

[16] Jianhua Shen, Xiang Chen, Xing Wang, Xinzhi Wang, Yue Qin, Hao Wu. Compression responses and particle breakage of calcareous granular material in reclaimed islands, Powder Technology, 418,2023,118277. https://doi.org/10.1016/j.powtec.2023.118277

[17] Tan FY*, Wang XZ. Numerical Analysis for Bearing Performance of Flexible Piles Composite Foundation Influenced by Modulus’ Changes [J]. Advanced Materials Research, 2011, (16):5261-263.SCI期刊

[18] Jiao, Y.-Y., Wang, Z.-H., Wang, X.-Z., Adoko, A. C., & Yang, Z.-X. (2013). Stability assessment of an ancient landslide crossed by two coal mine tunnels. Engineering Geology, 159, 36–44. IF: 4.779

[19] Yu-Yong Jiao*, Liang Song, Xin-zhi WangAmoussou Coffi Adoko. Improvement of the U-shaped steel sets for supporting the roadways in loose thick coal seam. International Journal of Rock Mechanics & Mining Sciences. 20136019–25. SCI收录)

[20] Qing-Shan Meng*Ren WangKe-Fu YuMing-Jian HuaXin-Zhi WangChao Yang. Undisturbed Strata Succession Sampling Technology and the Engineering Geological Characteristics of an Atoll in the Southern South China Sea. Marine Georesources & Geotechnology2011, 27: 4, 296-308.SCI收录)

[21] Chang-qi Zhu, Yue Qin*, Qing-shanMeng, Xin-zhi Wang, Ren Wang. Formation and sedimentary evolution characteristics of Yongshu Atoll in the South China Sea Islands. Ocean Engineering2014, 84: 61–66.SCI收录)

[22] Xing Wang, Chang-Qi Zhu, Xin-zhi Wang, Yue Qin. Study of dilatancy behaviors of calcareous soils in a triaxial test. Marine Georesources & Geotechnology. 2019. 37:9, 1057-1070.

[23] Xing Wang, Chang-Qi Zhu & Xin-Zhi Wang. Experimental study on the coefficient of lateral pressure at rest for calcareous soils. Marine Georesources & Geotechnology2020. 38(8): 989-1001.

[24] Xing Wang, Jie Cui, Yang Wu, Changqi Zhu & Xinzhi Wang. Mechanical properties of calcareous silts in a hydraulic fill island-reef. Marine Georesources & Geotechnology2020, https://doi.org/10.1080/1064119X.2020.17487.

[25] Cui, Xiang; Zhu, Changqi; Hu, Mingjian; Wang, Xinzhi; Liu, Haifeng. 2019. "The Hydrodynamic Dispersion Characteristics of Coral Sands." J. Mar. Sci. Eng. 7, no. 9: 291. https://doi.org/10.3390/jmse7090291

[26]  Yang Wu, Xing Wang*, Jian-Hua Shen, Jie Cui, Chang-Qi Zhu and Xin-Zhi Wang. Experimental Study on the Impact of Water Content on the Strength Parameters of Coral Gravelly Sand. J. Mar. Sci. Eng. 2020, 8(9), 634; https://doi.org/10.3390/jmse8090634.

[27]  Wang X, Liu JQ*, Cui J, Wang XZ, Shen JH, Zhu CQ. Particle breakage characteristics of a foundation filling material on island-reefs in the South China Sea. Construction and building materials. 2021, 306: 124690. DOI:10.1016/j.conbuildmat.2021.124690. (JCR1)

[28]  Wang X, Shan Y*, Cui J, Zhong Y, Shen JH, Wang XZ, Zhu CQ. Dilatancy of the foundation filling material of island-reefs in the South China Sea. Construction and building materials. 323,  2022, 126524. https://doi.org/10.1016/j.conbuildmat.2022.126524

[29]  Wang X, Cui J, Zhu CQ, Wu Y*, Wang XZ. Experimental study of the mechanical behavior of calcareous sand under repeated loading-unloading. Bulletin of Engineering Geology and the Environment. 2021, 80(4): 30973113. DOI:10.1007/s10064-021-02119-3. (JCR1)

[30]  Wang X, Wu YX, Lu Y*, Cui J, Wang XZ, Zhu CQ. Strength and dilatancy of coral sand in the South China Sea. Bulletin of Engineering Geology and the Environment. 2021, 80 (10): 82798299. DOI: 10.1007/s10064-021-02348-6. (JCR1)

[31]  Wang X, Cui J, Wu Y*, Zhu CQ, Wang XZ. Mechanical properties of calcareous silts in a hydraulic fill island-reef. Marine Georesources & Geotechnology. 2020, 39(1): 114. DOI:10.1080/1064119X.2020.1748775. (JCR2, 高被引论文)

[32]  Wang X, Wu Y*, Cui J, Zhu CQ, Wang XZ. Shape characteristics of coral sand from South China Sea. Journal of Marine Science and Engineering. 2020, 8(10): 803. DOI:10.3390/jmse8100803. (JCR2)

[33]  Shen, Jian-Hua; Wang, Xing; Cui, Jie; Wang, Xin-Zhi; Zhu, Chang-Qi. Shear characteristics of calcareous gravelly sand considering particle breakage. Bulletin of Engineering Geology and the Environment. 81, 130 (2022). https://doi.org/10.1007/s10064-022-02603-4

[34]  Shen JH, Wang XZ, Wang X*, Yao T, Wei HZ, Zhu CQ. Effect and mechanism of fines content on the shear strength of calcareous sand. Bulletin of Engineering Geology and the Environment. 2021, 80(10): 7899-7919. DOI:10.1007/s10064-021-02398-w. (JCR1)

[35]  Wu Y, Wang X*, Shen JH, Cui J, Zhu CQ, Wang XZ. Experimental study on the impact of water content on the strength parameters of coral gravelly sand. Journal of Marine Science and Engineering. 2020, 8(9): 634. DOI:10.3390/jmse8090634. (JCR2)

[36]  Shen JH, Wang X*, Liu WB, Zhang PY, Zhu CQ, Wang XZ. Experimental study on mesoscopic shear behavior of calcareous sand material with digital imaging approach. Advance in Civil Engineering. 2020, 8881264. DOI:10.1155/2020/8881264. (JCR3)

[37]  Wang X, Wu Y*, Cui J, Zhu CQ, Wang XZ. Laboratory plate loading test on calcareous sands from a hydraulic fill reef island. (submitted to Marine Georesources & Geotechnology)

[38]  Liang-Jie Xu, Xin-zhi Wang, Ren Wang, Chang-qi Zhu & Xiao-peng Liu. Physical and mechanical properties of calcareous soils: A review. Marine Georesources & Geotechnology. 2021, 40 (6) ,  751-766. https://doi.org/10.1080/1064119X.2021.1927270

[39]  Liang-Jie Xu, Ren Wang, Dong-Sheng Xu , Xin-Zhi Wang , Qing-Shan Meng, and Chang-Qi Zhu. Review of Particle Breakage Measurement Methods for Calcareous Sand. Advances in Civil Engineering. 2022, ID 6477197, 13. https://doi.org/10.1155/2022/6477197


(2)EI收录论文19篇,第一/通讯作者11篇:

[1]王新志*,汪稔,杨春和,江浩,谭峰屹.盐岩渗透性影响因素研究综述. 岩土力学,2007, 26 Supp.1,2678-2686.EI收录)

[2]王新志*,汪稔,孟庆山,刘晓鹏. 钙质砂室内载荷试验研究。岩土力学, 2009301):148-156.EI收录)

[3]王新志*,汪稔,孟庆山,陈剑文.南沙群岛珊瑚礁礁灰岩力学特性研究。岩石力学与工程学报20082711:2221-2226.EI收录)

​[4]王新志*,王星,翁贻令,吕士展,阎钶,朱长歧. 钙质砂的干密度特征及其试验方法研究[J]. 岩土力学,2016,37(S2):316-322. EI收录)

[5]王新志*,王星,刘海峰,孟庆山,朱长歧. 珊瑚礁地基工程特性现场试验研究[J]. 岩土力学,2017,38(07):2065-2070+2079. EI收录)

[6]王新志*,王星,胡明鉴,朱长歧,孟庆山,汪稔. 吹填人工岛地基钙质粉土夹层的渗透特性研究[J]. 岩土力 学,2017,38(11):3127-3135. EI收录)

[7]王新志*, 谌民, 魏厚振, 孟庆山, 余克服. 车辆荷载作用下钙质砂路基的动态响应试验研究[J]. 岩土力学,2018,39(11):4093-4101. EI收录)

[8]王新志*,翁贻令,王星,陈伟俊.钙质土颗粒咬合作用机制[J]. 岩土力学,2018,39(09):3113-3120.EI收录)

[9]钱琨,王新志*陈剑文, 刘鹏君. 南海岛礁吹填钙质砂渗透特性试验研究[J]. 岩土力学,2017,38(06):1557-1564+1572. EI收录)

[10]谌民,张涛,单华刚,王新志*,孟庆山,余克服.钙质砂压缩波速与物理性质参数关系研究[J].岩土力学, 2019(06):1-9.EI收录)

[11] Wang X., H.G. Shan, X.Z. Wang*, and C.Q. Zhu. Discussion on strength of reef limestone based on different cementation types. Geotechnical and Geological Engineering. DOI: 10.1007/s10706-019-01000-1. (EI录用)

[12]徐学勇,汪稔,王新志, 李炜. 饱和钙质砂爆炸响应动力特性试验研究. 岩土力学,20123310):2953-2959.EI收录)

[13]刘景儒,王其涵,王建平,王新志. 三亚海岸珊瑚礁地层成因演化与工程地质分区.岩土力学, 2014S1,334-340. EI收录)

[14]Tan, F. Y., & Wang, X. Z. Numerical Analysis for Bearing Performance of Flexible Piles Composite Foundation Influenced by Modulus’ Changes. Advanced Materials Research, 2011, 261-263, 1694–1698. EI收录)

[15]胡明鉴,崔翔, 王新志,刘海峰, 杜韦.细颗粒对钙质砂渗透性的影响试验研究[J].岩土力学,2019,40(08):2925-2930.

[16]朱长歧,崔翔,胡明鉴,王新志,唐健健.钙质土电导率和渗透性的相关研究[J].岩土力学,2018,39(S2):142-148.EI收录)

[17]何建乔, 魏厚振,孟庆山, 王新志,韦昌富.大位移剪切下钙质砂破碎演化特性[J].岩土力学,2018,39(01):165-172.EI收录)

[18]陈中学, 汪稔,胡明鉴,魏厚振,王新志.云南东川蒋家沟泥石流形成内因初探[J].岩土力学,2009,30(10):3053-3056+3070.EI收录)

[19]胡波,汪稔,胡明鉴,王新志.水力吹填砂地基强夯处理试验研究[J].岩土力学,2007,28(S1):89-92.EI收录)



主持和参加的科研项目

(1)国家自然科学基金青年基金项目:珊瑚礁工程特性及其地基变形破坏机理研究,主持,No.511084492012.1- 2015.1227万元;

(2)国家自然科学基金面上项目:南海吹填礁砂颗粒咬合嵌固自密实机理与力学效应,主持,No.41572297, 2016.1-2019.1293.6万元;

(3)中国科学院战略性先导科技专项(A类)子课题:岛体地下工程稳态分析,主持,No.XDA130102032016.02-      2020.121300万元;

(4)国家自然科学基金面上项目:珊瑚礁砂混合体宏细观力学性能及尺度效应研究,No.418772672019.01-2021.12,62万元,参与;

(5)国家自然科学基金面上项目:考虑非线性孔隙流的近海结构物海床地基内波致渐进液化研究, No.414722912015.01-2018.1298.00万元,参与;

(6)科技部973课题:南海珊瑚礁的演化趋势与可持续利用对策, 2013-2017570万元,参与;

(7)国家科技基础性工作专项课题:南海中北部地质本底调查,No.2012FY112400骨干,2012.04-2016.04650万元;

(8)国家科技支撑计划课题:南海典型DJ工程地质与水文地质研究,2014-2017350万元,主持完成;

(9)国家基金重点项目:珊瑚礁工程地质评价及其工程力学效应的分带研究,No.41330642330万元,研究骨         干;

(10)中国科学院重点部署项目:N002岛吹填陆域淡水调查与监测,2015-2016研究骨干,90万元;

(11)军方委托科研项目:N005机场地基处理效果综合评价, 2014.12-2015.1297.7万元;

(12)军方委托科研项目:某DJ岩土体物理力学特性试验,2013-2014150万元,负责人;

(13)上海航道局委托项目:N007工程钙质土物性参数现场测试, 2016-201720万元,负责人。