The weight of New York City: possible contributions to subsidence from anthropogenic sources

T Parsons, PC Wu, M Wei, S D'Hondt - Earth's Future, 2023 - Wiley Online Library
Abstract New York City faces accelerating inundation risk from sea level rise, subsidence,
and increasing storm intensity from natural and anthropogenic causes. Here we calculate a …

Experimental and numerical analyses of lightweight foamed concrete as filler for widening embankment

X Shi, J Huang, Q Su - Construction and Building Materials, 2020 - Elsevier
In order to control the differential settlement between the existing and widened
embankments, lightweight foamed concrete (LWFC) was proposed as a filler of the widened …

Combined vacuum and surcharge preloading method to improve lianyungang soft marine clay for embankment widening project: A case

J Wu, Y Xuan, Y Deng, X Li, F Zha, A Zhou - Geotextiles and …, 2021 - Elsevier
Increased traffic volume in China has made it necessary to increase road capacities by
widening embankments. Some of these widened embankments are located in thick soft …

Evolving support vector regression based on improved grey wolf optimization for predicting settlement during construction of high-filled roadbed

D Liu, W Zhang, Y Tang, B Xie, Q Shi, K Cao - Transportation Geotechnics, 2024 - Elsevier
The reconstruction and expansion of highways have become the dominant focus of current
infrastructure development. However, this process often results in significant differential …

Lateral response of single piles in cement-improved soil: numerical and theoretical investigation

A Wang, D Zhang, Y Deng - Computers and Geotechnics, 2018 - Elsevier
This study aims to investigate the lateral response of a single precast concrete pile
reinforced with cement-improved soil through a series of theoretical studies and 3D finite …

A case study on geogrid-reinforced and pile-supported widened highway embankment

W Lu, L Miao, F Wang, J Zhang… - Geosynthetics …, 2020 - icevirtuallibrary.com
The objective of this case study is to evaluate the development of soil arching in an
embankment being widened. In two test sections, earth pressures at different locations were …

Centrifugal and numerical modeling of embankment widening over soft soils treated by pile-supported geosynthetic-reinforced soil wall

M Xie, L Li, W Cao, J Zheng, X Dong - Acta Geotechnica, 2023 - Springer
More and more expressways built on soft soil foundations need to widen their embankments
because they cannot fulfill the demand for the traffic volume. Geosynthetic-reinforced pile …

Scaled model tests on influence factors of full geosynthetic-reinforced pile-supported embankments

C Xu, S Song, J Han - Geosynthetics International, 2016 - icevirtuallibrary.com
A geosynthetic-reinforced pile-supported (GRPS) embankment that consists of embankment
fill, geosynthetic, piles, and foundation soils is a complex soil–structure system. Its key load …

A closed-form solution for column-supported embankments with geosynthetic reinforcement

LS Zhao, WH Zhou, X Geng, KV Yuen… - Geotextiles and …, 2019 - Elsevier
Soil arching effect results from the non-uniform stiffness in a geosynthetic-reinforced and
column-supported embankment system. However, most theoretical models ignore the …

Study on subgrade settlement characteristics after widening project of highway built on weak foundation

H Yu, Y Wang, C Zou, P Wang, C Yan - Arabian Journal for Science and …, 2017 - Springer
Generally, the maximum differential settlement appears at the overlapping area of existing
and new road pavement after highway widening project. However, lots of longitudinal cracks …