The changing nature of groundwater in the global water cycle

X Kuang, J Liu, BR Scanlon, JJ Jiao, S Jasechko… - Science, 2024 - science.org
In recent decades, climate change and other anthropogenic activities have substantially
affected groundwater systems worldwide. These impacts include changes in groundwater …

[PDF][PDF] Impact of underground structures on the flow of urban groundwater

G Attard, T Winiarski, Y Rossier… - Hydrogeology journal, 2016 - researchgate.net
Property economics favours the vertical development of cities but flow of groundwater can
be affected by the use of underground space in them. This review article presents the state …

Calculation of head difference at two sides of a cut-off barrier during excavation dewatering

SL Shen, YX Wu, A Misra - Computers and Geotechnics, 2017 - Elsevier
This paper proposed a series of simple equations to calculate the head difference at the two
sides of waterproof curtain. The barrier effect of waterproof curtain is considered from two …

Characteristics of dewatering induced drawdown curve under blocking effect of retaining wall in aquifer

YX Wu, SL Shen, DJ Yuan - Journal of Hydrology, 2016 - Elsevier
For deep excavation pits that require the pumping of confined groundwater, a combination of
a retaining wall and dewatering with large-diameter wells is usually adopted during …

[HTML][HTML] Calculation of groundwater head distribution with a close barrier during excavation dewatering in confined aquifer

HM Lyu, SL Shen, YX Wu, AN Zhou - Geoscience Frontiers, 2021 - Elsevier
When pumping is conducted in confined aquifer inside excavation pit (waterproof curtain),
the direction of the groundwater seepage outside the excavation changes from horizontal to …

Evaluation of optimized depth of waterproof curtain to mitigate negative impacts during dewatering

XW Wang, TL Yang, YS Xu, SL Shen - Journal of hydrology, 2019 - Elsevier
Dewatering using a combination of waterproof curtain and pumping wells is commonly
adopted to ensure the stability of foundation pits in multi-aquifer strata. However, dewatering …

Behaviours of wall and soil during pre-excavation dewatering under different foundation pit widths

CF Zeng, G Zheng, XF Zhou, XL Xue… - Computers and …, 2019 - Elsevier
Dewatering before excavation can induce obvious wall deflection; however, engineers
rarely monitor it before excavation. This traditional monitoring data will undervalue the …

Analytical approach for time‐dependent groundwater inflow into shield tunnel face in confined aquifer

XX Liu, SL Shen, YS Xu, ZY Yin - International Journal for …, 2018 - Wiley Online Library
Prediction of time‐dependent groundwater inflow into a shield tunnel is a significant task
facing engineers. Published literature shows that there is no available method with which to …

Responses of groundwater and soil to dewatering considering the barrier effect of adjacent metro station on multi-aquifers

CF Zeng, H Liao, XL Xue, SC Long, GJ Luo, Y Diao… - Journal of …, 2022 - Elsevier
In urban environment, there exist numerous pre-existing underground structures, which act
as underground barriers to block the groundwater flow and soil movement, ie, water …

Use of cross wall to restrict enclosure movement during dewatering inside a metro pit before soil excavation

CF Zeng, XL Xue, MK Li - Tunnelling and Underground Space Technology, 2021 - Elsevier
Field records have demonstrated that the dewatering before soil excavation can induce
enclosure wall movement of up to 15 mm. Typically, this deformation is neglected and …