New simple approach to prediction of axial settlement of single piles under design load

Y Lu, Y Tan, H Lan - Journal of Testing and …, 2019 - asmedigitalcollection.asme.org

This article evaluates the effects of post-grouting on axial behavior of long drilled shafts in
stiff clay. Static axial compression and tension load tests were conducted on four ungrouted …

被引用次数：13 相关文章所有 2 个版本

Hybrid BN approach to analyzing risk in tunnel-induced bridge damage

Y Zhang, L Zhang, X Wu - Journal of Performance of Constructed …, 2019 - ascelibrary.org

Tunnels are generally built under trunk roads (where traffic conditions are complex and
heavy) in order to share the load of urban road systems. The construction of tunnels has …

被引用次数：6 相关文章所有 3 个版本

Study on model test of the new O-cell load test method with two loading directions

Y Liu, Z Liu, J Xu, H Xiao, Q Ma - Structures, 2023 - Elsevier

Aiming at the possible problems of the new O-cell load test method with two loading
directions in engineering practice, the operability and feasibility of this new method is …

[PDF] k-state.edu

Finite element analyses and proposed strengthening of a reinforced concrete box girder bridge subjected to differential settlement

C Mitchell - 2018 - krex.k-state.edu

The Kansas Department of Transportation's (KDOT) Bridge 059-045 is a reinforced concrete
box girder bridge constructed in 1965 to connect the rural Shawnee Drive across Interstate …

被引用次数：3 相关文章所有 2 个版本

[PDF] bts.gov

KSU S4M: Settlement Stabilization Through Structural Strengthening and Monitoring of KDOT Bridge 059–045 Shawnee Drive Over I-135

AH Halim, HA Rasheed, C Mitchell, H Ahmadi - 2021 - rosap.ntl.bts.gov

The Bridge 059-045 at Shawnee Drive over I-135 is a reinforced concrete box girder
structure constructed in 1965 to connect the rural Shawnee Drive across the Interstate I-135 …