规范中对支护结构变形过大有明确规定,但在实际施工中,地质条件的复杂性往往超出预期。 @s@r5uR9B
尤其是在处理支护结构变形过大时,量化分析的误差容易导致后续设计的***守或冒险。 Pu}2%P)p
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补充一下,如果采用量化分析,建议同步开展其他原位测试,以互相验证支护结构变形过大的评价结果。 b9"Q.*c<Z^
jI y'mGaG
希望能有大神出来解答一下,谢谢! E7 7Au;TL
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