取土坑的边坡，内侧宜为1：1.5，外侧宜小于1：1，沿河地段的坑底纵坡

取土坑的边坡，内侧宜为1：1.5，外侧宜小于1：1，沿河地段的坑底纵坡可减少至0.1%，沿线取土坑的坑底纵坡不宜小于0.2%，坑底一般宜高出附近水域的常年水位，取土坑的坑底横坡可做成向路线外侧倾斜的单向坡，坡厚为2%~3%，当取土坑坑底宽度大于6m时，可做成向中间倾斜的双向横坡，并在中间设置底宽0.4m的纵向排水沟，当坑底纵坡大于0.5%时，可以不设排水沟。
(4)当沿河弃土时，不得阻塞河流，挤压挤孔和造成河岸冲刷。

結果 (英文) 1:

Take soil pit of slope, inside should be for 1:1.5, outside side should be is less than 1:1, river lots of pit end of longitudinal slope can reduced to 0.1%, along take soil pit of pit end of longitudinal slope should not be is less than 0.2%, pit end of General should be high out near waters of perennial level, take soil pit of pit end of cross slope can made to route outside side tilt of one-way slope, slope thick for 2%~3%, dang take soil pit pit end of width is greater than 6m Shi, can made to middle tilt of two-way cross slope, And set the bottom in the Middle 0.4m wide longitudinal drains, when bottom longitudinal slope is greater than 0.5%, no drains.(4) when the soil along the River, and shall not be blocked rivers, crush the hole and caused bank erosion.

結果 (英文) 2:

Borrow pit slope, the inside should be 1: 1.5, the outside should be less than 1: 1, longitudinal slope along the bottom of the pit area can be reduced to 0.1%, borrow pits along the bottom of the pit longitudinal slope should not be less than 0.2%, pit Usually the bottom up should the water level near the perennial waters, borrow pits bottom cross slope can be made to the outside of the one-way route inclined slope, slope thickness of 2% to 3%, when the borrow pits bottom width greater than 6m , can be made toward the middle of two-way cross slope inclination and set the longitudinal drains 0.4m wide at the bottom in the middle, when the pit bottom longitudinal slope greater than 0.5%, it does not drain.
(4) when the spoil along the river, the river must not be blocked, squeeze squeeze bore and cause riverbank erosion.

結果 (英文) 3:

The slope soil pit, inside should be 1:1.5, outside is less than 1:1, the area along the river bottom slope can be reduced to 0.1%, along the longitudinal slope of the pit bottom should not be taken less than 0.2%, the bottom should be higher than annual water level near the waters, soil pit bottom cross slope can be unidirectional slope tilt to the outer side of the line the slope, thickness is 2%~3%, when the pit bottom width is greater than 6m, can be made into a two-way cross slope inclined to the middle, and vertical drainage ditch in the middle bottom width of 0.4m, when the bottom slope is greater than 0.5%, can not drain.(4) when the river is abandoned, it is not allowed to block the river, squeeze the hole and cause the bank to flush.