The composition of fluid inclusions in the H_2O-NaCl-CaCl_2 system has been generally graphically estimated using the melting temperatures of hydrohalite(T_(m-HH))and ice(T_(m-ice)).Here we present two equations that ...The composition of fluid inclusions in the H_2O-NaCl-CaCl_2 system has been generally graphically estimated using the melting temperatures of hydrohalite(T_(m-HH))and ice(T_(m-ice)).Here we present two equations that can be used to calculate the relative proportion of NaCl(i.e.,NaCl/[NaCl+CaCl_2],or X_(NaCl))and the total salinity( i.e.,NaC1 + CaC12,wt% )for fluid inclusions with ice as the last melting phase.X_(NaCl)can be calculated from T_(m-HH)using the following equation: y=(a+bx)^(-1/c) where y is X_(NaCl),x is T_(m-HH),a=0.33124402,b=-0.031518028,and c=0.22932736.In the cases where only T_(m-ice)is measured and T_(m-HH)is not known,T_(m-ice)can be used as the maximum possible TIn.nil to calculate the maximum value of X_(NaCl)using the above equation.In these cases,the following equation can be used to calculate the maximum total salinity: y=(a+bx+cx^2)^(-1) where y is salinity,x is T_(m-HH),a=0.057184817,b=0.00078565757,and c=5.7262766E-6.Because the isothems in the field of ice are sub-parallel to the NaCl-CaCl_2 binary side in the H20-NaC1-CaC12 ternary system,the errors in salinity calculation introduced by the above approximation are small(less than 2 wt% ).A Windows program for calculation of X_(NsCl)and salinity is available at: http://uregina.ca/~chiguox.展开更多
通过对钻孔灌注桩地基温度变化进程进行为期 1 a 的监测,掌握了施工扰动下高温冻土地基温度场的变化规律。研究结果表明,采用冲击钻成孔工艺的混凝土灌注桩施工,对地基温度场的热扰动较大;寒季大气降温仅对浅层地基具有直接冷冻作用,而...通过对钻孔灌注桩地基温度变化进程进行为期 1 a 的监测,掌握了施工扰动下高温冻土地基温度场的变化规律。研究结果表明,采用冲击钻成孔工艺的混凝土灌注桩施工,对地基温度场的热扰动较大;寒季大气降温仅对浅层地基具有直接冷冻作用,而发生在深层自下而上冻结过程和桩侧土体由外向内的冻结过程却十分缓慢,温度降低幅度有限。高温多年冻土地段钻孔灌注桩群桩基础周围土体的温度,在有限的施工期内不能回冻到初始温度状况。展开更多
文摘The composition of fluid inclusions in the H_2O-NaCl-CaCl_2 system has been generally graphically estimated using the melting temperatures of hydrohalite(T_(m-HH))and ice(T_(m-ice)).Here we present two equations that can be used to calculate the relative proportion of NaCl(i.e.,NaCl/[NaCl+CaCl_2],or X_(NaCl))and the total salinity( i.e.,NaC1 + CaC12,wt% )for fluid inclusions with ice as the last melting phase.X_(NaCl)can be calculated from T_(m-HH)using the following equation: y=(a+bx)^(-1/c) where y is X_(NaCl),x is T_(m-HH),a=0.33124402,b=-0.031518028,and c=0.22932736.In the cases where only T_(m-ice)is measured and T_(m-HH)is not known,T_(m-ice)can be used as the maximum possible TIn.nil to calculate the maximum value of X_(NaCl)using the above equation.In these cases,the following equation can be used to calculate the maximum total salinity: y=(a+bx+cx^2)^(-1) where y is salinity,x is T_(m-HH),a=0.057184817,b=0.00078565757,and c=5.7262766E-6.Because the isothems in the field of ice are sub-parallel to the NaCl-CaCl_2 binary side in the H20-NaC1-CaC12 ternary system,the errors in salinity calculation introduced by the above approximation are small(less than 2 wt% ).A Windows program for calculation of X_(NsCl)and salinity is available at: http://uregina.ca/~chiguox.
文摘通过对钻孔灌注桩地基温度变化进程进行为期 1 a 的监测,掌握了施工扰动下高温冻土地基温度场的变化规律。研究结果表明,采用冲击钻成孔工艺的混凝土灌注桩施工,对地基温度场的热扰动较大;寒季大气降温仅对浅层地基具有直接冷冻作用,而发生在深层自下而上冻结过程和桩侧土体由外向内的冻结过程却十分缓慢,温度降低幅度有限。高温多年冻土地段钻孔灌注桩群桩基础周围土体的温度,在有限的施工期内不能回冻到初始温度状况。
