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Sand stabilization effect of feldspathic sandstone during the fallow period in Mu Us Sandy Land 总被引：6，自引：4，他引：2
Depended on the analysis of ground snow situation, soil moisture loss speed and soil structure after planting crops of Mu Us Sandy Land remedied with feldspathic sandstone in the fallow period, it is concluded that feldspathic sandstone mixed with sand improved the sand stabilization in the governance of Mu Us Sandy Land in the fallow period. The sandy land remedied with feldspathic sandstone had big snow coverage, 25%-75% higher than normal sand; soil moisture losses slowed down, and moisture content rose by over 3 times; soil structure had been improved, and water stable aggregate content increased by 6.52%-18.04%; survival rate of protection forest increased to 85%; and ground flatness is less than 1%. The above conditions weakened sand rising conditions of Mu Us Sandy Land in the fallow period and formed two protective layers of snow cover and soil frozen layer under cold weather so as to prevent against wind erosion. 相似文献
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The recordings made during 1972 from large explosions at Kunanalling (W.A.), Mount Fitton (S.A.). and Bass Strait have added considerably to seismic refraction data measured over distances of 1000 km in continental Australia. Taken together with data from the 1956 Maralinga atomic bomb and 1970–71 Ord Dam explosions they show the existence of a refractor with apparent P‐wave velocity in the range 8.26–8.29 km/s, which is interpreted as the Moho under shield regions, at a depth of 34 km under Kalgoorlie and deepening eastward to 39 km under Maralinga. In northern South Australia and farther north and east this refractor is evident as a sub‐Moho refractor at a depth of about 60 km; the Moho refractor is also evident, with an apparent P velocity of 8.04 ± 0.04 km/s at a depth of 40 km. Two computer models (TASS‐1a and 2a) match the observed data. The subsequent arrivals recorded are consistent with the velocity of 8.53 km/s in a refractor at 165 km depth interpreted from the Ord Dam; there is little conclusive evidence for a low‐velocity zone above this depth. 相似文献
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毛乌素沙地砒砂岩与沙复配成土技术固沙效应 总被引：3，自引：1，他引：2
为研究砒砂岩与沙复配成土技术的固沙效应,本研究采用试验小区与大田试验相结合的方法,监测了土壤结皮厚度、土壤冻层深度、土壤水分、地表粗糙度和积雪消融等表征固沙效果的相关指标。结果表明:随着砒砂岩的引入,复配土中黏粉粒含量增加,土壤饱和导水率降低,而土壤含水量、结皮厚度、地表粗糙度和冻层深度都有所增加,复配土抗风蚀能力增强。在冬季,通过发展保护性耕作,农作物残茬、根系以及土地整治之后地形因素的改变等对防止土壤风蚀也起到了积极的作用。该研究可为砒砂岩与沙复配成土造田技术的固沙效应提供更充分的理论依据。 相似文献
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昌平霏细岩是一种超浅成的酸性岩,是燕山中—晚期岩浆侵入活动的产物［１］。其结构以斑隐晶质为主。斑晶有石英、斜长石、碱性长石,时有少量角闪石、黑云母及不透明矿物等。基质多为霏细结构。岩体出露约十余处,大者延长约２５００ｍ,宽约８００ｍ,出露面积达２ｋｍ２,其储量十分可观。在同一岩体不同部位,其成分变化不大,这些都为其在陶瓷中的应用提供了广阔的前景。化学成分：ＳｉＯ２７５－１４,Ａｌ２Ｏ３１３－７１,ＴｉＯ２０－１６,Ｆｅ２Ｏ３０－６３,ＦｅＯ０－２２,Ｕ２Ｏ４－２７,Ｎａ２Ｏ４－０１,ＣａＯ０－３… 相似文献
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Potential role of feldspathic sandstone as a natural water retaining agent in Mu Us Sandy Land, Northwest China 总被引：8，自引：0，他引：8
This paper analyzed the water-retention mechanism of feldspathic sandstone(fine-(<1 mm diam.)and gravel-sized(2-3 cm diam.)in Mu Us Sandy Land,Northwest China.The objective of this study is to study the effect of feldspathic sandstone amendment on water retention in sandy land.The results showed that as the proportion of fine feldspathic sandstone in the sandy land soil increased,the soil texture changed from sand to silt loam,the capillary porosity gradually increased from 26.3%to 44.9%,and the soil saturated hydraulic conductivity decreased from 7.10 mm/min to 0.07 mm/min.Feldspathic sandstone gravel formed micro-reservoirs in the sandy land soil,playing the role of a′water absorbent′and′water retaining agent′in sandy land.Amendment with feldspathic sandstone can increase water retention in the arable layer of sandy land by 67%.This study provides a theoretical basis for the amelioration of sandy land on a large scale.It can be concluded that amendment with feldspathic sandstone can improve the physical properties of sandy land soil and increase soil water retention. 相似文献
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泌阳凹陷核三下亚段砂岩成岩作用及储集性 总被引：12，自引：1，他引：12
泌阳凹陷东部核三下亚段砂岩储层由辨状河三角洲成因的长石砂岩及岩屑长石砂岩组成。主要成岩作用包括压实、石英和长石次生加大、晶粒状方解石胶结、溶解、自生绿泥石等，演化程度已达到晚成岩Ｂ亚期。成岩作用使砂岩原生孔隙体系发生强烈变化。各种成岩作用对储集性有不同影响，孔隙度的减少主要与压实及碳酸盐胶结作用有关；石英和长石次生加大及自生粘土衬边经常使喉道堵塞，对渗透率危害较大；溶解作用形成的次生孔隙及喉道对砂 相似文献
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