Objective:To explore the correlation between fetal foot length measured by ultrasound and gestational age.Methods:This study employed ultrasound to measure the fetal foot length,femoral length,and foot length/femoral ...Objective:To explore the correlation between fetal foot length measured by ultrasound and gestational age.Methods:This study employed ultrasound to measure the fetal foot length,femoral length,and foot length/femoral length ratio in 214 pregnant women from 12 to 40 weeks of gestation,all of whom had no pregnancy complications or obstetric complications,and whose fetuses were normal.Results:A significant positive correlation was found between fetal foot length and gestational age(r=0.967,p<0.001);a similarly significant positive correlation was observed between fetal femoral length and gestational age(r=0.972,p<0.001);and a non-significant positive correlation was noted between the foot length/femoral length ratio and gestational age(r=0.943,p<0.001).Conclusion:Ultrasound can accurately measure fetal foot length and femoral length,both of which exhibit a significant positive correlation with gestational age,making them important reference indicators for assessing fetal growth and development.展开更多
Effects of tie beam length, width and overlap stress on settlement of foundations have been investigated. In this investigation square concrete footings have been used with dimensions (B × B × d) where (d) i...Effects of tie beam length, width and overlap stress on settlement of foundations have been investigated. In this investigation square concrete footings have been used with dimensions (B × B × d) where (d) is footing depth and (B) is footing width (1, 1.5,2 m). Width of tie beam (b) has been taken equal to 0.25, 0.30, 0.40, 0.50 and 0.75 (m). Tie beam length (L) has been taken varying from B till 3B with same footing depth = 0.50 m. Effect of overlap stress on settlement as well as effect of tie beam width and length on settlement has been determined. Also, the efficiency of tie beam length and width has been obtained. An equation is presented to compute the overlap stress zone in case of existing tie beam. It is found that the settlement increases with increasing the length of tie beam which is clear after the effect of the overlap stresses zone. The width of overlap stress zone case of existing tie beam has been found to be equal to (1.6 -1.75) B. The settlement of footings decreases with increasing tie beam width. It is found that the settlement after the effect of the overlap stress zone increases with increasing the length of tie beam.展开更多
文摘Objective:To explore the correlation between fetal foot length measured by ultrasound and gestational age.Methods:This study employed ultrasound to measure the fetal foot length,femoral length,and foot length/femoral length ratio in 214 pregnant women from 12 to 40 weeks of gestation,all of whom had no pregnancy complications or obstetric complications,and whose fetuses were normal.Results:A significant positive correlation was found between fetal foot length and gestational age(r=0.967,p<0.001);a similarly significant positive correlation was observed between fetal femoral length and gestational age(r=0.972,p<0.001);and a non-significant positive correlation was noted between the foot length/femoral length ratio and gestational age(r=0.943,p<0.001).Conclusion:Ultrasound can accurately measure fetal foot length and femoral length,both of which exhibit a significant positive correlation with gestational age,making them important reference indicators for assessing fetal growth and development.
文摘Effects of tie beam length, width and overlap stress on settlement of foundations have been investigated. In this investigation square concrete footings have been used with dimensions (B × B × d) where (d) is footing depth and (B) is footing width (1, 1.5,2 m). Width of tie beam (b) has been taken equal to 0.25, 0.30, 0.40, 0.50 and 0.75 (m). Tie beam length (L) has been taken varying from B till 3B with same footing depth = 0.50 m. Effect of overlap stress on settlement as well as effect of tie beam width and length on settlement has been determined. Also, the efficiency of tie beam length and width has been obtained. An equation is presented to compute the overlap stress zone in case of existing tie beam. It is found that the settlement increases with increasing the length of tie beam which is clear after the effect of the overlap stresses zone. The width of overlap stress zone case of existing tie beam has been found to be equal to (1.6 -1.75) B. The settlement of footings decreases with increasing tie beam width. It is found that the settlement after the effect of the overlap stress zone increases with increasing the length of tie beam.
