孔德瓊，男，博士，浙江大學建築工程學院、超重力研究中心，研究員、博士生導師。
基本介紹
- 中文名：孔德瓊
- 畢業院校：牛津大學
- 學位/學歷：博士
- 職業：教師
- 專業方向：海洋基礎與管道土結相互作用、大變形數值模擬、土體微觀特性測試
- 就職院校：浙江大學建築工程學院
個人經歷,工作經歷,教育經歷,學術兼職,研究方向,榮譽獎項,學術成果,科研項目,編譯,
個人經歷
工作經歷
2017.12至今： 浙江大學建築工程學院、超重力研究中心，研究員、博導
2016.06–2017.07：倫敦大學城市學院，助理研究員
教育經歷
2011.10–2016.03：牛津大學，工程科學，博士
2008.09–2011.04：浙江大學，岩土工程，碩士
2004.09–2008.07：河海大學，土木工程，學士
學術兼職
1. 中國水利學會岩土力學專業委員會委員
2. 中國岩石力學與工程學會環境岩土工程分會青年工作委員會委員
3. 中國土木工程學會土力學及岩土工程分會青年工作委員會委員
研究方向
海洋基礎與管道土結相互作用、大變形數值模擬、土體微觀特性測試
榮譽獎項
1. 沿海重大岩土工程超重力試驗與安全防控關鍵技術及套用，浙江省科技進步一等獎，2018年，9/10
2. 浙江省優秀碩士學位論文，2011年
學術成果
科研項目
1. 國家自然科學基金青年科學基金，51809232，鈣質砂顆粒破碎對管道與海床相互作用的影響機理研究，26萬元，2019/01-2022/12，項目主持人。
2. 浙江大學“百人計畫”C類，200萬元，2017/10–2023/12，項目主持人。
3. 中央高校基本科研業務費專項資金，172210193，循環荷載下大直徑單樁基礎界面弱化超重力試驗研究，16萬元， 2018/01-2019/12，項目主持人。
4. “超重力離心模擬與實驗裝置”預研項目子課題，100萬元/6697萬元，2019/01-2020/12，子課題負責人。
編譯
Pipes / Pipelines
1. Zhu B, Dai J L and Kong D Q (*). (2020). Assessing effect of loading rate and interface roughness on T-bar penetration resistance. Soil and Foundations, accepted.
2. Zhu B, Dai J L and Kong D Q (*). (2020). Modelling T-bar penetration in soft clay using large displacement sequential limit analysis. Géotechnique, 72(2): 173-180.
3. Kong D Q, Feng L Y, and Zhu B (*). (2020). Assessment model of pipe-soil interaction during large-amplitude lateral displacements for deep-water pipelines. Computers and Geotechnics, 117(2020): 103220.
4. Kong D Q, Zhu J S, Wu L Y and Zhu B (*). (2020). Break-out resistance of offshore pipelines buried in inclined clayey seabed. Applied Ocean Research, 94(2020): 102007.
5. Chen R P, Wu L Y, Zhu B and Kong D Q (*). (2019). Numerical modelling of pipe-soil interaction for marine pipelines in sandy seabed subjected to wave loadings. Applied Ocean Research, 88(2019): 233-245.
6. Zhu B, Feng L Y and Kong D Q (*). (2019). Modelling cyclic embedment of deep-water pipelines using large displacement limit analysis. International Journal of Geomechanics, ASCE, 19(6): 04019056.
7. Kong D Q (*), Martin C M and Byrne B W. (2018). Sequential limit analysis of pipe–soil interaction during large-amplitude cyclic lateral displacements. Géotechnique, 68(1): 64–75.
8. Martin C M, Kong D Q (*) and Byrne B W. (2013). 3D analysis of transverse pipe-soil interaction using 2D soil slices. Géotechnique Letters, 2013(3):119–123.
Offshore Foundations
1. Zhu B, Ying P P, Zhu Z J, Lin W A and Kong D Q (*). (2020). Centrifuge modelling on lateral cyclic behaviour of tetrapod piled jackets in soft clay. Geotechnical Engineering, published online, doi: 10.1680/jgeen.19.00087.
2. Zhu B, Dai J L, Kong D Q (*), Feng L Y and Chen Y M. (2020). Centrifuge modelling of uplift response of suction caisson groups in soft clay. Canadian Geotechnical Journal, published online. doi: 10.1139/cgj-2018-0838.
3. Zhu B, Qian H., Kong D Q (*), Li W., Xu Y. and Xiong G. (2019). Field trials on monotonic behaviour of a mono-pile at an offshore wind farm in China. Marine Georesource & Geotechnology, published on line, doi: 10.1080/1064119X.2019.1699980.
4. Kong D Q, Wen K, Zhu B (*), Zhu Z J and Chen Y M. (2019). Centrifuge modelling of cyclic lateral behaviors of a tetrapod piled jacket foundation for offshore wind turbines in sand. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 145(11): 04019099.
5. Zhu B, Wen K, Li T, Wang L J and Kong D Q (*). (2019). Experimental study on lateral pile–soil interaction of offshore tetrapod piled jacket foundations in sand. Canadian Geotechnical Journal, 56(11): 1680-1689.
6. Yang Q J, Gao Y F, Kong D Q and Zhu B (*). (2019). Centrifuge modelling of lateral loading behaviour of a “semi-rigid” mono-pile in soft clay. Marine Georesources & Geotechnology, 37(10): 1205-1216.
7. Zhu B (*), Wen K., Kong D Q, Zhu Z J and Wang L J. (2018). A numerical study on the lateral loading behaviour of offshore tetrapod piled jacket foundations in clay. Applied Ocean Research, 75 (2018): 165–177.
8. Zhu B (*), Kong D Q, Chen R P, Kong L G and Chen Y M. (2011). Installation and lateral loading tests of suction caissons in silt. Canadian Geotechnical Journal, 48(7): 1070–1084.
Numerical Methods
1. Kong D Q, Martin C M (*) and Byrne B W. (2017). Modelling large plastic deformations of cohesive soils using sequential limit analysis. International Journal for Numerical and Analytical Methods in Geomechanics, 41(18): 1781–1806.
2. Kong D Q and Fonseca J (*). (2018). Quantification of the morphology of shelly carbonate sands using 3D images. Géotechnique, 68(3): 249–261.
3. Kong D Q, and Fonseca J (*). (2019). On the kinematics of shelly carbonate sand using X-ray micro tomography. Engineering Geology, 261(2019): 105268.
4. Zhu B., Ye Z G, Wang L J (*), Kong D Q, Xu W J, Kolditz O, Nagel T & Chen Y M (2020). Hydro-mechanical behavior of unsaturated soil surrounding a heated pipeline considering moisture evaporation and condensation. Computers & Geotechnics, 119(2020).
5. Zhu B., Yang S., Wang L.(*) & Kong D Q (2019). One-dimensional analytical model for thermo-hydro-mechanical coupling behaviour of hydrates overlying layer during gas production. Marine Georesources & Geotechnology, published online, doi: 10.1080/1064119X.2019.1678707.
6. Wang L J, Zhu B (*), Chen Y M, Kong D Q and Chen R P. (2019). Coupled consolidation and heat-flow analysis of layered soils surrounding cylindrical heat sources using a precise integration technique. International Journal for Numerical and Analytical Methods in Geomechanics, 43(8): 1539-1561.
