通过Euclidean距离计算向量值来对句子相似度排序

from sklearn.feature_extraction.text import CountVectorizerfrom sklearn.metrics.pairwise import euclidean_distances

vectorizer = CountVectorizer()features = vectorizer.fit_transform(corpus).todense()

similarity = []for f in features:    sim = euclidean_distances(features[0],f)[0][0]    similarity.append(sim)

sort_sims = sorted(enumerate(similarity), key=lambda item: item[1])

(1) 0.0 Joint Rock Slope Design and Analysis(2) 1.73 rock slope stability analysis and slope design(3) 2.83 General two-dimensional slope stability analysis(4) 3.0 Slope Stability In Surface Mining(5) 3.16 Step Path Rock Bridge Percentage for Analysis of Slope Stability(6) 3.16 Rock Slope Stability in Open Pit Mining and Civil Engineering(7) 3.16 how rock bridges may be incorporated into slope stability analysis(8) 3.32 The effect of discontinuity Persistence on Rock Slope Stability(9) 3.46 Prediction of step path failure geometry for slope stability analysis(10) 3.46 A DEM analysis of step-path failure in jointed rock slopes(11) 3.61 determine relative slope stability based simply on site observations(12) 3.61 Application of SMR method to highway slope stability classification(13) 3.74 Modifications to the RMR-SRM system for slope stability evaluation(14) 3.87 several rock mass classification systems developed for rock slope stability assessment are evaluated(15) 4.24 This paper discusses this issue with particular focus on limit equilibrium analysis of rock slope stability.(16) 4.24 Methods for analysis of slope stability are described and are illustrated by examples in the appendixes(17) 4.24 Incorporation of these data into various rock slope stability numerical modeling methods highlights a complex failure mechanism(18) 4.58 Impacts of material property variability and spatial variability on slope stability were analyzed using Monte Carlo simulation(19) 4.58 This study was made with mining situations in mind and showed the beneficial effects of curvature on slope stability(20) 4.58 DEM analysis of rock bridges and the contribution to rock slope stability in the case of translational sliding failures

(1) 0.0 DEM PFC2D slope stability(2) 2.24 Slope Stability In Surface Mining(3) 2.45 General two-dimensional slope stability analysis(4) 2.45 PFC2D Simulation on Stability of Loose Deposits Slope.(5) 2.65 rock slope stability analysis and slope design(6) 2.83 Joint Rock Slope Design and Analysis(7) 2.83 loose deposit slope, pfc2d, seismic wave, microscopic, failure, simulation, stability(8) 2.83 slope instability, pfc2d, numerical simulation, parallel bond model, stability analysis(9) 3.0 determine relative slope stability based simply on site observations(10) 3.0 The effect of discontinuity Persistence on Rock Slope Stability(11) 3.0 Application of SMR method to highway slope stability classification(12) 3.0 Strength Reduction Method for Rock Slope Stability Analysis Based on PFC2D(13) 3.16 Prediction of step path failure geometry for slope stability analysis(14) 3.16 Step Path Rock Bridge Percentage for Analysis of Slope Stability(15) 3.16 Rock Slope Stability in Open Pit Mining and Civil Engineering(16) 3.16 how rock bridges may be incorporated into slope stability analysis(17) 3.16 Modifications to the RMR-SRM system for slope stability evaluation(18) 3.16 rock slope step-path failure rock bridge slope stability PFC2D(19) 3.16 rock slope;step-path failure;rock bridge;slope stability;PFC2D(20) 3.16 PFC2D Simulation on Stability of Loose Deposits Slope in Highway Cutting Excavation