2. Excavate a foundation pit laterally beneath the bottom of the original foundation, with the same width as the foundation and a depth reaching the design bearing stratum;
3. The pit body beneath the foundation shall be filled with cast-in-place concrete, and pouring shall stop at 80 mm from the bottom of the original foundation. After curing for one day, fill the gap at the base with dry, stiff cement mortar mixed with an expansive agent and an accelerator, then strike wooden strips with a hammer and compact the filled mortar.
Conditional Acceptance for Deep Foundation Pit Excavation at Houhai Station on Shenzhen Metro Line 11 Passes Review
下一篇What Are the Basic Principles of Pile Foundation Design for Settlement Control?

2024-09-29 13335 0

2024-09-20 13336 0

2024-09-20 13180 0

2024-09-19 12457 0

Lize City Air Terminal Underground Main Structure Nearing Completion: Maximum Transfer Walk Under 4 Minutes After Operation

Anti-seepage Curtain for Main Lock Pit of CSCEC Port Shenqiu Double-Line Lock Project Completed on Schedule

All Pile Foundations Completed on Quanzhou Baiqi Channel

Hainan Upgrades Housing and Municipal Infrastructure

First Foundation Concrete Pour Successfully Completed for Zambia Kafue West–Muzuma 330kV Transmission Line EPC Project
Hot News
评论 (0)