基于模型试验和数值模拟的土工格室 加固高填路堤稳定性: 以新疆 G216 线民丰段为例.Published in:Science Technology & Engineering, 2024, v. 24, n. 13, p. 5546, doi. 10.12404/j.issn.1671-1815.2304385By:王燕;刘杰;蔡延山;王艳坤;麻佳Publication type:Article