The penetration experiment to predict liquefaction resistance of reclaimed soils     

Jing-Wen Chen  Fu-Cheng Chen 《Ocean Engineering》2008,35(3-4):380-392

The liquefaction resistance of the soils used to be estimated through the in situ tests, such as standard penetration test and cone penetration test; or by means of cyclic triaxial test in laboratory. However, both in situ tests and cyclic triaxial test are time-consuming and costly; this study introduces a quick and cost-effective method to evaluate the liquefaction resistance of soils under certain confining pressure in laboratory. A particular device modified from the conventional triaxial compression test apparatus, namely “Triaxial Cone Penetration Test”, was developed to obtain the peak values of cone resistance in soils so as to correlate the liquefaction resistance of the reclaimed soils evaluated by cyclic triaxial tests. The test result indicates a good correlation between the peak value of cone resistance and the corresponding cyclic stress ratio (CSR) at the state of initial liquefaction, in which the correlation for loose samples is better than that for dense samples. Besides, both peak values of cone resistance and corresponding CSR increase with fine content of soils reaches 10% and decreased with fine content varying between 10% and 50%. By examining the compositions of the soils with scanning electron microscopy and X-ray diffraction, it is found that the proportion and characteristics of the fines plays an important role on the liquefaction resistance of the reclaimed soils.  相似文献   

生物成因与无机成因文石的FTIR光谱区别   总被引：5，自引：1，他引：4  

张刚生  李浩璇 《矿物岩石》2006,26(1):1-4

对16种贝壳交叉页片层中生物成因文石的FT IR谱进行测量,并与无机成因文石进行对比和统计分析后,首次发现生物成因与无机成因文石的FT IR光谱有明显可区分的特征,生物成因文石2ν带(面外弯曲振动)频率平均值为863.4 cm-1,而无机成因文石该带的平均值为855.5 cm-1,两者频率位移达7.9 cm-1。因此文石的2ν带可作为指纹带鉴别生物和无机成因文石。  相似文献   

在三轴压缩下大理岩循环加载实验的初步研究   总被引：7，自引：1，他引：7  

金济山  石泽全 《地球物理学报》1991,34(4):488-494

在围压10、50、100和200MPa,应变率5×10^-5/s和室温条件下,采用山东掖县大理岩岩样,在800t高温高压伺服三轴流变仪上进行了连续加载和循环加载实验.对岩样的残余强度和弹性模量的变化等问题进行了初步研究.得出:在低围压下（<100MPa）,残余强度与超过极限强度后的循环加载次数有关;超过极限强度后加载弹性模量随着非弹性应变的增加而减小,并趋于一个极限值.在高围压下（≥100MPa）,残余强度几乎与超过极限强度后的循环加载次数无关;超过极限强度或者产生应变强化后加载弹性模量几乎不随非弹性应变的增加而减小.  相似文献   

液化判别的应力法与刚度法之比较     

祝龙根  任陈宝 《上海国土资源》1991,(4)

应力法和刚度法是判别土层液化的两种重要方法。本文在简要介绍判别原理的基础上,对两者作了比较,並结合工程实例和饱和标准砂样进行了对比。在相同的条件下,两种方法分析所得的抗液化安全系数是不相同的。本文提出的结论,就如何正确应用这二种方法提供了依据。  相似文献   

Morphological expression of bedforms formed by supercritical sediment density flows on four fjord‐lake deltas of the south‐eastern Canadian Shield (Eastern Canada)          下载免费PDF全文

Alexandre Normandeau  Patrick Lajeunesse  Antoine G. Poiré  Pierre Francus 《Sedimentology》2016,63(7):2106-2129

High‐resolution swath bathymetry data collected in fjord‐lakes Pentecôte, Walker and Pasteur (eastern Québec, Canada) allowed imaging in great detail the deltas of four rivers in order to understand the factors controlling the formation and downslope evolution of bedforms present on their slopes. The morphometry and morphology of 199 bedforms reflect the behaviour of sediment density flows. The shape of the bedforms, mostly crescentic, and the relationships between their morphological properties indicate that they were formed by supercritical density flows and that they are cyclic steps. The crescentic shape suggests an upslope migration while the aspect ratios and increasing wavelengths with distance from the shore (and decreasing slopes) are compatible with a cyclic step origin. At the rollover point, the acceleration of the density flows on steep slopes produces tightly spaced hydraulic jumps and favours short wavelength and symmetrical bedforms. Further downslope, decreasing slopes and increasing specific discharge increase the wavelength and asymmetry of the bedforms. The wavelength and asymmetry are increased because density flows require longer distances to become supercritical again on lower slopes after each successive hydraulic jump. Bedform morphometry and morphology are used to reconstruct density flow behaviour downslope. Froude numbers are high near the rollover point and gradually decrease downslope as the slope becomes gentler. Conversely, the specific discharge and flow depth are low near the rollover point and gradually increase downslope as the flow either erodes sediments or becomes more dilute due to sediment deposition and water entrainment. The supercritical density flows are believed to be triggered mainly by hyperpycnal flows but some evidence of delta‐front slope failures is also observed. The differences in delta morphology and bedform development between the four deltas are linked to basin morphology and watershed hydrology, but also mainly to the fjord heritage of the lakes that allowed the focusing of sediment at the delta front.  相似文献   

The Cyclic Spectrum Analysis of IMFs of EMD and Its Application to Gravity Tide     

Quan Haiyan  Liu Yan 《地球科学进展》2016,31(9):919-925

IMFs sifted out by EMD are the FM-AM components. In the paper, by the cyclic spectrum analysis, IMFs are demodulated as the two periodic components which are identical to the intrinsic physical concepts. Using the method, the half-day-tide M₂, the day-tide O₁, and the half-month-tide M_f are extracted from the gravity tide signal, and a conclusion is drawn that the half-day-tide M₂ and the day-tide O₁ are primary components of gravity tide signal, and the half-month-tide M_f is modulated in the half-day-tide M₂ and the day-tide O₁.  相似文献   

A theoretical study of the factors which influence the measurement of fishing netting mesh size     

F. G. O&#x;Neill 《Ocean Engineering》2003,30(16):2053-2063

A theoretical investigation is carried out of the mesh size measurement of an idealized fishing netting mesh. It is assumed that the bending moment of the netting twine is proportional to curvature and that there is no twine extension and no cross-sectional deformation of the twine. The corresponding momentum and force balance equations are analyzed. The measurement method our analysis most approximates is that of the ICES gauge. The effect on mesh measurement of twine bending stiffness, frictional resistance, boundary slope, gauge force and gauge thickness are all examined.  相似文献   

A Generalized Point Conforming Rectangular Plate Element     

Wang Deyu Chen Tieyun Associate Professor 《中国海洋工程》1995,(3)

- A generalized point conforming rectangular element for plate bending is proposed. The present element displacement field can not only satisfy the continuity of normal displacement and its derivative at the element node, but also satisfy the generalized continuity at the middle point of each element boundary, where the generalized conforming condition is to make the non-conforming residual to be minimum. Numerical results show that the proposed element is more accurate than the ordinary 4-node non-conforming rectangular plate element (ACM element).  相似文献   

圆形网箱框架用PE管材的弯曲疲劳试验   总被引：1，自引：0，他引：1  

关长涛  陆光炯  林德芳  杨长厚  徐斌  黄滨 《中国海洋大学学报(自然科学版)》2006,36(2):236-240

网箱框架在风、浪、流单一载荷或其复合载荷的作用下,始终处于动态变化中,在这样的工况条件下,很容易发生疲劳破坏。本文通过对网箱框架工况条件的分析,认为网箱框架在沿直径方向的弯曲疲劳为主要因素,且在弯曲过程中周长保持不变。以圆形框架在直径方向产生20%的压缩变形为极端条件,通过几点假设,将工况条件向试验条件进行转化,提出1种圆形网箱框架用PE管材的弯曲疲劳试验方法。采用此方法对3种改性配方的聚乙烯管材样品进行了弯曲疲劳试验。结果表明,经10万次弯曲试验,3种配方的试样表面均无开裂等破坏现象,各配方的最大应力水平分别下降了14.3%,9.4%和16.9%。  相似文献   

煤矿井下套铣打捞技术研究与应用          下载免费PDF全文

杨轶  王建强  洪建俊 《探矿工程》2021,48(2):64-69

基于煤矿开采深度的增加,在复杂地层中进行定向钻孔施工发生卡钻事故的风险也在急剧增加。采用套铣打捞技术进行卡钻事故处理,能够提高事故处理的成功率,并起到保护原钻杆的作用,降低经济损失。文章分析研究了套铣打捞钻具的选择、冲洗液选择、工艺参数以及工艺方法,结合在玉溪矿和临涣矿打捞实例,优化了套铣打捞工艺及相关参数。  相似文献