平山力士乐A10VSO100DR/31L-P

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A10VO28 DFR1/31R-PSC62N00
A10VSO45DR/31R-PPA12K01
a10vo28dr/31r-psc62k01-s1855
A10VSO100DR/31R-PPA12N00
A10VO71DFLR/31R-VSC62N00
A10VSO28DFR/31R-PPA12N00
A10VO28DFR1/31L-PSC62N00
A10VSO18DFR1/31L-PPA12N00
A10VO28DFR1/31R-PSC62N00
A10VSO45DR/31R-PPA12K01
A10VO28DFR1/31L-PSC62N00
A10VSO18DRG/31L-PPA12N00
A10VO28DFR1/31R-PSC62N00
A10VSO100DR/31R-VPA12N00
A10VO28 DFR1/31R-PSC62N00
A10VSO100DR/32R-PPB12N00
A10VO45DFR1/31R-PSC62K02
A10VSO45DR/31R-PPA12K01
A10VO45DFR1/31R-PSC62K02

A10VS018DFR1/31R-PPA12N00
A10VS071DFR1/31R-PPA12N00
A10VSO18DFLR/31R-PPA12N00
A10VSO45DFR1/31R-PPA12N00
A10VSO45DFR1/31R-PPA12N00
A10VS0100DR/32R-VPB12N00
A10VSO45DFLR/31R-PPA12N00
A10VSO18DR/31R-PPA12K01
A10VSO71DFR1/31L-PPA12N00
A10VSO100DFR/31RPPA12N00
A10VSO71DFR1/31L-PPA12N00
A10VSO28DFR1/31L-PSC62K02
A10VS028DR/31R-PPA12N00
A10VSO140DR/32R-PPB12N00
A10VSO-140DR/31R-PPB12N00
A10VSO18DFR/31RPPA12N00
A10VSO45DR/31R-PPA12K01
E-A10VSO100DFR/31RPPA12N00
A10VSO18DFE1/31R-PPA12N00
A10VSO71DR/31R-PPA12N00
A10VSO71DG/31R-PPA12N00

A10VSO71DFR1/31-PRA12N00
A10VSO140DRS/32R-VPB12N00
A10VSO18DR/31R-PPA12K01
A10VS0100DFR1/32R-VPB12N00
A10VSO100DFR1/32R-PPB12N00
A10VSO18DFR1/31R-PPA12N00
A10VSO45DFLR/31L-PPA12N00
A10VS018DFR1/31R-PPA12N00
平山力士乐A10VSO100DR/31L-P
两个区间均为V字坡，赤岗至客村坡度为9.636，隧道上覆土厚度约14m、约8m；客村至鹭江坡度为4.14，隧道上覆土厚度约13m、约1m。地下水赋存方式包括第四系孔隙水和基岩裂隙水两种，混合水位一般埋深.8~4.m，平均埋深1.75m，隧道处静水压力约为1.83kg/cm2。隧道穿越地层主要是粉质粘土、全风化带、强风化带、中风化带，有七段穿过微风化带。隧道通过微风化岩层时，岩体均有夹层存在及斜面产生，施工难度极大。