台湾的软玉

台湾软玉形成于五万年前,系超镁铁岩变成的蛇纹岩经交代而成。软玉主要为普通软玉、猫眼玉和蜡光玉三种。比其它的软玉稍硬些,且硬度与闪光性都有方向性,并含数种矿物包裹体。其地球化学特征是含铬极高,并影响到软玉的颜色。     

Combined impact of climate change,cultivar shift,and sowing date on spring wheat phenology in Northern China

Distinct climate changes since the end of the 1980s have led to clear responses in crop phenology in many parts of the world. This study investigated the trends in the dates of spring wheat phenology in relation to mean temperature for different growth stages. It also analyzed the impacts of climate change, cultivar shift, and sowing date adjustments on phenological events/phases of spring wheat in northern China (NC). The results showed that significant changes have occurred in spring wheat phenology in NC due to climate warming in the past 30 years. Specifically, the dates of anthesis and maturity of spring wheat advanced on average by 1.8 and 1.7 day (10 yr)^?1. Moreover, while the vegetative growth period (VGP) shortened at most stations, the reproductive growth period (RGP) prolonged slightly at half of the investigated stations. As a result, the whole growth period (WGP) of spring wheat shortened at most stations. The findings from the Agricultural Production Systems Simulator (APSIM)-Wheat model simulated results for six representative stations further suggested that temperature rise generally shortened the spring wheat growth period in NC. Although the warming trend shortened the lengths of VGP, RGP, and WGP, the shift of new cultivars with high accumulated temperature requirements, to some extent, mitigated and adapted to the ongoing climate change. Furthermore, shifts in sowing date exerted significant impacts on the phenology of spring wheat. Generally, an advanced sowing date was able to lower the rise in mean temperature during the different growth stages (i.e., VGP, RGP, and WGP) of spring wheat. As a result, the lengths of the growth stages should be prolonged. Both measures (cultivar shift and sowing date adjustments) could be vital adaptation strategies of spring wheat to a warming climate, with potentially beneficial effects in terms of productivity.     

基于Hoek-Brown准则的节理岩体能量参数估算

岩体变形和破坏可以看作能量耗散和释放的过程.由于节理岩体结构复杂且难以开展室内试验,因此无法通过试验直接求取其能量学参数.基于Hoek-Brown准则和岩石能量理论,提出了节理岩体在临界状态能量学参数的估算方法.针对含贯通节理(或层面)岩体,通过修正岩块单轴抗压强度以体现贯通节理的方向效应.采用PFC3D分别模拟小尺寸岩样(Φ50mm×100mm)和大尺寸岩体(Φ2m×2m)的三轴压缩试验,通过岩石三轴试验结果拟合岩石数值模拟的细观参数并应用于节理岩体的模拟.根据节理岩体模拟得到应力应变曲线和能量流,验证了Hoek-Brown准则对节理岩体能量参数估算的合理性.     

微观负泊松比锚杆静力学特性及其工程应用研究

相比于传统的小变形锚杆支护材料,负泊松比锚杆/索材料具有大伸长量、高强高韧、高恒阻力、吸能等优异力学特性。在宏观负泊松比（NPR）锚杆/索研究和应用基础上,何满潮研发了新一代微观NPR钢材料和微观NPR锚杆。目前微观NPR钢材料的静力学特性研究较少,微观NPR锚杆在城市地下隧道工程的适用性有待于现场应用验证。通过室内静力拉伸试验对微观NPR钢的力学特性进行了研究,结果表明本批次微观NPR钢平均伸长率为34.68%;恒阻力值范围为203.9～ 240.7 kN;拉伸全过程表现为均匀拉伸变形;无屈服平台,破断时无明显颈缩现象。通过理论推导,建立了微观NPR锚杆在微静力拉伸条件下的弹塑性增量本构模型。以某路地铁站风道段为工程背景,介绍了微观NPR锚杆施工工艺,现场测试了极限拉拔力、伸长率及锚杆轴力等方面,结果表明,微观NPR锚杆具有高恒阻力及大伸长量等优势。在围岩大变形隧道开展了支护应用试验,验证了其具有良好的围岩大变形控制效果。     

滑坡动态力学监测及破坏过程案例分析

边坡临滑预警一直是地灾研究的难点与热点问题。本文采用一种力学监测方法(牛顿力监测)对雅安宝兴县某傍山公路边坡进行监测,该边坡位于唐包滑坡老滑坡体下缘边界处。经过4个月的连续监测,获取了大量监测数据,并成功预报了两次局部滑坡。本文首先整合牛顿力监测数据和降雨量监测数据,再将监测曲线与滑坡演化过程进行对比分析,揭示滑坡过程中的力学演化规律,对降雨条件下诱发滑坡的原因进行了分析。然后对牛顿力监测预警成功的案例其临滑预警时长与滑坡体量间的关系进行拟合,发现存在明显的正相关关系。最后讨论了牛顿力监测方法与斋藤模型之间的关联性以及优劣势,并根据各自的特点提出了由面到点的监测预警思路。通过分析,牛顿力监测曲线与滑坡演化过程能较好对应,并可将土质滑坡分为3阶段:(1)牛顿力上升阶段; (2)牛顿力突降阶段; (3)滑坡阶段。本文为牛顿力监测系统的推广提供了实践经验,并为力学监测与位移监测结合的研究提供一个新的思路。