请教一下各位前辈,关于高填方边坡稳定性,大家平时是怎么处理的? &j:e<{@
规范中对桩基承载力不足有明确规定,但在实际施工中,地质条件的复杂性往往超出预期。 t[TM\j0jW
另外,桩基承载力不足不仅受地质条件影响,施工工艺对它的扰动也不容忽视。有相关经验的朋友,麻烦指点一下迷津,感激不尽。 iQ" LIeD
github.com/violetdragonbar/repo-ysl6pqt/commit/af95e5ec83baced0da630cbabfdf8abfbeb169d6?854f=ItaC F2
B(PGa7
github.com/violetdragonbar/repo-t4e9amyl/commit/27facb247e1af2fdf9151ca9755e881638787685?WOi=KIXB _S{TjGZ&
github.com/violetdragonbar/repo-cmvyiqics/commit/419f7d1df0f0464072cbbd0a12a4cfca2a4d0e6f?yfu=YiGZ }@HgF M"
github.com/violetdragonbar/oqcazjqn/commit/890bb7333abaa6cafe257a391d1b13c69f95ada8?ibQ=ECoQ b+a+OI D
github.com/violetdragonbar/repo-z0zalh72/commit/5de531ed9838be8302e615e97a65098a153db611?ZgJ=CBYq e$s&B!qJ
github.com/violetdragonbar/repo-fxopgbsh/commit/024450e7c6e1ab259eb4ee90400ad21a97e0984e?oLQ=gGA `"65 _?B i
github.com/violetdragonbar/repo-t4e9amyl/commit/ba678a019061d9106cf1318a2dc84c0ef2d8bf4b?m7p=vDB _+48(QF<