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Field tests of pumping-recharge technology for deep confined aquifers and its application to a deep excavation

机译:深层狭窄含水层的泵浦补给技术的现场测试及其在深挖挖掘中的应用

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摘要

AbstractThe execution of deep excavation above confined aquifers asks for dewatering measurements to reduce the hydrostatic pressure so that the safety of the deep excavation can be assured. Dewatering will inevitably cause deformations in the surrounding strata. To reduce the dewatering-induced strata movement, an innovative pumping-recharge technology has been developed in which the dewatering is carried out in the excavation and the recharge is conducted near the protected facilities. However, the capacity and efficiency of this technology in deep confined aquifers need to be further investigated. This paper presents two in-situ pumping-recharge tests in a deep confined aquifer under a deep foundation pit. The feasibility of artificial recharge in the deep confined aquifer has been verified by conducting a single-well pumping and multi-well recharge test with different discharge and injection rates. Then a multi-well pumping-recharge test was carried out in accordance with the requirement and circumstance of construction to evaluate the capacity and efficiency of recharge in controlling the drawdown and ground settlement. The results showed that multi-well recharge could form a water curtain which has a water-proof function to reduce the groundwater drawdown. Meanwhile, by controlling the groundwater head of the confined aquifer during the recharge, the pumping-induced settlement of the surrounding area can be reduced or even eliminated. The pumping effect in the pit would be affected by the recharge around the protected facilities, so it is necessary to take in-situ pumping-recharge tests to determine the layout of wells and the discharge and injection rate. Finally, the artificial recharge was applied to the construction of a deep excavation in Shanghai, and the drawdown and the ground settlement around the protected buildings were effectively controlled by recharge.Highlights?Two in-situ pumping-recharge tests were conducted in a deep confined aquifer in Shanghai.?The feasibility and efficiency of the artificial recharge in controlling the drawdown and settlement are investigated.?The applicability and capacity of the pumping-recharge integration technology to a deep excavation were studied.]]>
机译:<![cdata [ 抽象 在密闭含水层上方的深度挖掘的执行要求脱水测量以降低静水压力,以降低静水压力,使其安全性降低可以放心深挖掘。脱水将在周围地层中不可避免地导致变形。为了减少脱水诱导的地层运动,已经开发了一种创新的泵送再充电技术,其中在挖掘中进行了脱水,并在保护的设施附近进行了再充电。然而,需要进一步调查这种技术在深入限制含水层中的能力和效率。本文介绍了深井坑下深入狭窄的含水层的两种原位泵送测试。通过用不同的放电和注射率进行单孔泵送和多孔补给测试,通过了深入狭窄含水层中人工补给的可行性。然后根据构造的要求和情况进行多孔泵送再充电测试,以评估控制下降和地面沉降方面的充电能力和效率。结果表明,多孔再充电可以形成水幕,该水幕具有防水功能,以减少地下水绘制。同时,通过在充电期间控制受限含水层的地下水头,可以减少甚至消除周围区域的泵送诱导的周围区域。坑内的泵送效果将受到保护设施的补充的影响,因此有必要采用原位泵送 - 充电测试,以确定井的布局和放电和注射速率。最后,人工补给应用于上海深度挖掘的建设,并通过充电有效地控制了保护建筑物周围的绘图和地面沉降。 亮点 两种原位泵送 - 充电测试在上海深入狭窄的含水层中进行。 研究了人工补给控制绘图和结算的可行性和效率。 泵送充电的适用性和容量研究了深度挖掘的集成技术。 ]]]>

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