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[1] Geological and hydrogeological environment with geohazards during underground construction in Hangzhou: a review ARABIAN JOURNAL OF GEOSCIENCES, 2018,
[2] Design of sponge city: Lessons learnt from an ancient drainage system in Ganzhou, China JOURNAL OF HYDROLOGY, 2018,
[3] Design of sponge city: Lessons learnt from an ancient drainage system in Ganzhou, China JOURNAL OF HYDROLOGY, 2018,
[4]xuyeshuang. Prediction of Ground Deformation during Pipe-Jacking Considering Multiple Factors APPLIED SCIENCES-BASEL, 2018,
[5]xuyeshuang. Prediction of Ground Deformation during Pipe-Jacking Considering Multiple Factors APPLIED SCIENCES-BASEL, 2018,
[6] Prediction of Ground Deformation during Pipe-Jacking Considering Multiple Factors Applied Sciences, 2018,
[7] Design of sponge city: Lessons learnt from an ancient drainage system in Ganzhou, China Journal of Hydrology, 2018,
[8]xuyeshuang. Flooding Hazards across Southern China and Prospective Sustainability Measures SUSTAINABILITY, 2018,
[9]xuyeshuang. Flooding Hazards across Southern China and Prospective Sustainability Measures Sustainability, 2018,
[10]xuyeshuang. Flooding Hazards across Southern China and Prospective Sustainability Measures SUSTAINABILITY, 2018,
[11]xuyeshuang. Hydraulic conductivity estimation by considering the existence of piles: A case study GEOMECHANICS AND ENGINEERING, 2018,
[12]xuyeshuang. Hydraulic conductivity estimation by considering the existence of piles: A case study GEOMECHANICS AND ENGINEERING, 2018,
[13]xuyeshuang. Analytical approach for time-dependent groundwater inflow into shield tunnel face in confined aquifer INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2018,
[14]xuyeshuang. Hydraulic conductivity estimation by considering the existence of piles: a case study Geomechanics and Engineering, 2018,
[15]xuyeshuang. Analytical approach for time-dependent groundwater inflow into shield tunnel face in confined aquifer INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2018,
total112 4/8
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