The behaviour of geosynthetic-reinforced pile foundation under long-term dynamic loads: model tests     

Tang  Yiqun  Xiao  Siqi  Yang  Qi 《Acta Geotechnica》2020,15(8):2205-2225

In order to reduce the effects of the low strength and high compressibility of soft soil, geosynthetic-reinforced pile foundations (GRPF) are widely applied for the construction of high-speed railways. Though its reinforcement effect is proved acceptable in practices so far, it is unclear whether it will keep this performance as the train speed continues increasing. Since it is impossible to study the problem in field tests, only mathematical and physical models can be used. However, the nonlinear behaviour of the soft soil complicates the use of analytical models. Therefore, this paper presents a small-scale model test to study the possible changes in stress distribution and deformation in the GRPF under increasing dynamic loads. One test with a natural foundation, without piles or geosynthetic, shows the difference with a similar construction with GRPF foundation. Furthermore, three GRPF tests show the influence of the embankment thickness. The results show the long-term dynamic loading significantly affects the dynamic stress and displacements of the subsoil between the piles of the GRPF. This effect can be divided into three stages with an increasing level of load amplitude: no impact, advantageous impact, and adverse impact. When the dynamic load reaches the adverse impact stage, the long-term dynamic loads reduce the dynamic pile–soil stress ratio, which means that more soil settlement will develop, because more dynamic stress is applied to the soft soil. The test results show that the reduction in dynamic stress on the subsoil in the GRPF construction is clearly lower than the dynamic stress on the natural foundation, due to the existence of rigid piles. Moreover, a thicker embankment gives significantly lower dynamic stresses on the subsoil between the piles. For the thickest embankment tested, the adverse impact stage was not found at all: the arching kept enhancing under long-term dynamic loading with high load amplitudes.

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Improved Priority‐Flood method for depression filling by redundant calculation optimization in local micro‐relief areas     

Li‐Yang Xiong  Ru‐Qiao Jiang  Qing‐Hui Lu  Bi‐Sheng Yang  Fa‐Yuan Li  Guo‐An Tang 《Transactions in GIS》2019,23(2):259-274

Depression filling is a critical step in distributed hydrological modeling using digital elevation models (DEMs). The traditional Priority‐Flood (PF) approach is widely used due to its relatively high efficiency when dealing with a small‐sized DEM. However, it seems inadequate and inefficient when dealing with large high‐resolution DEMs. In this work, we examined the relationship between the PF algorithm calculation process and the topographical characteristics of depressions, and found significant redundant calculations in the local micro‐relief areas in the conventional PF algorithm. As such calculations require more time when dealing with large DEMs, we thus propose a new variant of the PF algorithm, wherein redundant points and calculations are recognized and eliminated based on the local micro‐relief water‐flow characteristics of the depression‐filling process. In addition, depressions and flatlands were optimally processed by a quick queue to improve the efficiency of the process. The proposed method was applied and validated in eight case areas using the Shuttle Radar Topography Mission digital elevation model (SRTM‐DEM) with 1 arc‐second resolution. These selected areas have different data sizes. A comparative analysis among the proposed method, the Wang and Liu‐based PF, the improved Barnes‐based PF, the improved Zhou‐based PF, and the Planchon and Darboux (P&D) algorithms was conducted to evaluate the accuracy and efficiency of the proposed algorithm. The results showed that the proposed algorithm is 43.2% (maximum) faster than Wang and Liu's variant of the PF method, with an average of 31.8%. In addition, the proposed algorithm achieved similar performance to the improved Zhou‐based PF algorithm, though our algorithm has the advantage of being simpler. The optimal strategies using the proposed algorithm can be employed in various landforms with high efficiency. The proposed method can also achieve good depression filling, even with large amounts of DEM data.  相似文献   

新一代区域海-气-浪耦合台风预报系统   总被引：1，自引：0，他引：1  

雷小途  李永平  于润玲  李泓  汤杰  段自强  郑运霞  方平治  赵兵科  曾智华  黄伟  鲍旭炜  喻自凤  陈国民  马雷鸣  骆婧瑶  张帅  林立旻 《海洋学报》2019,41(6):123-134

依托国家重点基础研究（973）计划项目"上层海洋对台风的响应和调制机理研究"，中国气象局上海台风研究所联合国家海洋局的相关单位，通过实施近海台风的外场观测科学试验、加强台风边界层（特别是海气相互作用）物理过程诊断分析及参数化方案等的研究，建立并改进了台风强度预报的海-气-浪耦合预报模式系统，并在此基础上发展了台风强度的集合预报技术，在历史典型台风个例和2016-2017年台汛期的业务化测试中表现出良好的预报性能。  相似文献   

电镀废水改进的CAFE处理工艺设计及案例     

房春生  王殿升  推玥  高晗博  王菊 《吉林大学学报(地球科学版)》2020,50(6):1862-1869

电镀园区废水处理过程中，由于园区企业难以做到彻底的分质分流，导致废水处理出现破络不彻底，次亚磷酸盐、氰化物等出现再络合与难降解等问题，同时，深度处理后，浓水需要进行深度处理，重金属离子浓度、总磷、总氮处理都存在难以达标的情况。本文根据企业电镀废水的典型水质和水量特征，研究设计了改进的CAFE处理工艺，详细论证了各工艺的处理过程、主要设备及相关设计参数，并将该工艺在南通某电镀园区电镀废水处理中进行了实际应用。运行的实践表明，该套设计方案污水处理运行稳定，最终出水的COD_Cr（化学需氧量）、NH₄-N、总铬、六价铬、总镍指标的平均质量浓度分别为34.00、5.41、0.29、0.03、0.05 mg/L，均远远小于电镀废水的排放标准，达到了电镀废水的深度处理要求。  相似文献   

稻壳灰加筋土力学性能研究     

李丽华  余肖婷  肖衡林  马强  刘一鸣  杨星 《岩土力学》2020,41(7):2168-2178

稻壳灰与土体混合应用，一方面废弃资源再利用，环保，又可增强土体强度。通过三轴试验，研究不同比例稻壳灰混合黏土及其加筋土应力?应变性能、强度特性以及不同应变水平下模量、偏应力及加筋强度比等土体变化特征。试验结果表明，随稻壳灰比例增加，混合土最大干密度显著减小，最优含水率显著增加。添加不同比例稻壳灰对加筋土抗剪强度有较大影响，10%～15%稻壳灰比例下，加筋稻壳灰混合土初始切线模量和应力峰值达到最大，抗剪强度较优。与土工织物加筋稻壳灰混合土相比，土工格栅加筋稻壳灰混合土偏应力及抗剪强度更大，土工格栅层数对土体抗剪强度增大效果更明显，对应的应力?应变曲线拐点也更突出。试样弹性模量与稻壳灰比例及筋材种类、层数有关，加入稻壳灰后，土体弹性模量增长显著，土工格栅加筋稻壳灰混合土较优比例下可增加1.5倍多，稻壳灰及筋材均能有效提高土体强度。随加筋层数增加，稻壳灰混合土加筋强度比明显增大，与围压关系较小。  相似文献   

基于树轮宽度重建川西南137年秋冬季平均气温变化     

谢成晟  李景吉  高苑苑  石松林  彭培好  杨兴  冯玮娜 《第四纪研究》2020,(1):252-263

在全球气候变暖背景下,青藏高原东南缘的川滇横断山高海拔地区秋冬季温度变化已经成为区域气候变化研究热点。为了更好地了解长时间尺度下秋冬季平均气温变化对树木生长的影响,本文运用泸沽湖地区丽江云杉(Picea likiangensis)树轮宽度资料,建立了标准年表。并基于气温与树轮宽度指数的关系,重建了过去137年来川西南地区的秋冬季平均气温波动历史。重建序列存在2个暖期(1911~1927 A.D.,1992~2015 A.D.)、1个冷期(1939~1991 A.D.)。与其他树轮序列、沉积记录及历史记录的比较和空间相关分析,显示重建结果可靠,且具有区域代表性。集合经验模态(EEMD)分解得到2 a、19 a和54 a的周期控制序列冷暖波动。厄尔尼诺-南方涛动(ENSO),太阳黑子,太平洋年代际涛动(PDO)和北大西洋涛动(NAO)可能是以上周期的驱动因子.  相似文献   

Some remarks on Q-compensated sparse deconvolution without knowing the quality factor Q     

Xintao Chai  Ronghua Peng  Genyang Tang  Wei Chen  Jingnan Li 《Geophysical Prospecting》2019,67(8):2003-2021

The subsurface media are not perfectly elastic, thus anelastic absorption, attenuation and dispersion (aka Q filtering) effects occur during wave propagation, diminishing seismic resolution. Compensating for anelastic effects is imperative for resolution enhancement. Q values are required for most of conventional Q-compensation methods, and the source wavelet is additionally required for some of them. Based on the previous work of non-stationary sparse reflectivity inversion, we evaluate a series of methods for Q-compensation with/without knowing Q and with/without knowing wavelet. We demonstrate that if Q-compensation takes the wavelet into account, it generates better results for the severely attenuated components, benefiting from the sparsity promotion. We then evaluate a two-phase Q-compensation method in the frequency domain to eliminate Q requirement. In phase 1, the observed seismogram is disintegrated into the least number of Q-filtered wavelets chosen from a dictionary by optimizing a basis pursuit denoising problem, where the dictionary is composed of the known wavelet with different propagation times, each filtered with a range of possible values. The elements of the dictionary are weighted by the infinity norm of the corresponding column and further preconditioned to provide wavelets of different values and different propagation times equal probability to entry into the solution space. In phase 2, we derive analytic solutions for estimates of reflectivity and Q and solve an over-determined equation to obtain the final reflectivity series and Q values, where both the amplitude and phase information are utilized to estimate the Q values. The evaluated inversion-based Q estimation method handles the wave-interference effects better than conventional spectral-ratio-based methods. For Q-compensation, we investigate why sparsity promoting does matter. Numerical and field data experiments indicate the feasibility of the evaluated method of Q-compensation without knowing Q but with wavelet given.  相似文献   

SAR image despeckling with a multilayer perceptron neural network     

Xiao Tang  Lei Zhang  Xiaoli Ding 《International Journal of Digital Earth》2019,12(3):354-374

Speckle noise in synthetic-aperture radar (SAR) images severely hinders remote sensing applications; therefore, the appropriate removal of speckle noise is crucial. This paper elaborates on the multilayer perceptron (MLP) neural-network model for SAR image despeckling by using a time series of SAR images. Unlike other filtering methods that use only a single radar intensity image to derive their parameters and filter that single image, this method can be trained using archived images over an area of interest to self-learn the intensity characteristics of image patches and then adaptively determine the weights and thresholds by using a neural network for image despeckling. Several hidden layers are designed for feedforward network training, and back-propagation stochastic gradient descent is adopted to reduce the error between the target output and neural-network output. The parameters in the network are automatically updated in the training process. The greatest advantage of MLP is that once the despeckling parameters are determined, they can be used to process not only new images in the same area but also images in completely different locations. Tests with images from TerraSAR-X in selected areas indicated that MLP shows satisfactory performance with respect to noise reduction and edge preservation. The overall image quality obtained using MLP was markedly higher than that obtained using numerous other filters. In comparison with other recently developed filters, this method yields a slightly higher image quality, and it demonstrates the powerful capabilities of computer learning using SAR images, which indicate the promising prospect of applying MLP to SAR image despeckling.  相似文献   

乌海地区剪切波分裂研究     

魏建民  张晖  赵星  张浩鸣  郝亮  阿那尔 《震灾防御技术》2020,15(4):777-787

根据乌海地区构造环境，采用SAM方法研究乌海地区地壳各向异性特征，使用乌海地震台2014年1月至2020年6月数字地震波形进行分析。根据65个有效地震记录，得到乌海地区剪切波分裂参数，其中快剪切波平均优势偏振方向为NE63.1°±46.4°，慢剪切波平均时间延迟为（1.13±0.66）ms/km。乌海地震台快剪切波偏振显示出4个优势偏振方向，分别为NE、EW、NNE、NNW向。将得到的各向异性结果与研究区应力场和地质构造进行分析，认为研究区周边复杂的剪切波分裂变化是主压应力场、原地主压应力、断裂带分布共同作用的结果。  相似文献   

Response of soil aggregate disintegration to the different content of organic carbon and its fractions during splash erosion     

Hairu Li  Gang Liu  Ju Gu  Hong Chen  Hongqiang Shi  Mohamed A. M. Abd Elbasit  Feinan Hu 《水文研究》2021,35(2):e14060

Aggregate disintegration is a critical process in soil splash erosion. However, the effect of soil organic carbon (SOC) and its fractions on soil aggregates disintegration is still not clear. In this study, five soils with similar clay contents and different contents of SOC have been used. The effects of slaking and mechanical striking on splash erosion were distinguished by using deionized water and 95% ethanol as raindrops. The simulated rainfall experiments were carried out in four heights (0.5, 1.0, 1.5 and 2.0 m). The result indicated that the soil aggregate stability increased with the increases of SOC and light fraction organic carbon (LFOC). The relative slaking and the mechanical striking index increased with the decreases of SOC and LFOC. The reduction of macroaggregates in eroded soil gradually decreased with the increase of SOC and LFOC, especially in alcohol test. The amount of macroaggregates (>0.25 mm) in deionized water tests were significantly less than that in alcohol tests under the same rainfall heights. The contribution of slaking to splash erosion increased with the decrease of heavy fractions organic carbon. The contribution of mechanical striking was dominant when the rainfall kinetic energy increased to a range of threshold between 9 J m⁻² mm⁻¹ and 12 m⁻² mm⁻¹. This study could provide the scientific basis for deeply understanding the mechanism of soil aggregates disintegration and splash erosion.  相似文献